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Mater Struct 27(9):557–559\nNixon PJ (1978) Recycled concrete as an aggregate for concrete-a review. Mater Struct 11(6):371–378\nHansen TC (1992) Recycling of demolished concrete and masonry. RILEM report of technical committee 37-DRC demolition and reuse of concrete. E & FN SPON, London\nLoo YH, Tam CT, Ravindrarajah RS (1987) Recycled concrete as fine and coarse aggregates in concrete. Mag Concr Res 39(141):214–220\nKhatib JM (2005) Properties of concrete incorporating fine recycled aggregate. Cement Concr Res 35(4):763–769. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconres.2004.06.017\nPoon C, Chan D (2007) The use of recycled aggregate in concrete in Hong Kong. Resour Conserv Recycl 50(3):293–305. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.resconrec.2006.06.005\nTopçu IB, Günçan NF (1995) Using waste concrete as aggregate. Cem Concr Res 25(7):1385–1390\nHansen TC (1986) Recycled aggregates and recycled aggregate concrete second state-of-the-art report developments 1945–1985. Mater Struct 19(3):201–246\nLimbachiya MC, Leelawat T, Dhir RK (2000) Use of recycled concrete aggregate in high-strength concrete. Mater Struct 33(9):574–580. https:\u002F\u002Fdoi.org\u002F10.1007\u002FBF02480538\nOikonomou ND (2005) Recycled concrete aggregates. Cem Concr Compos 27(2):315–318. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconcomp.2004.02.020\nEvangelista L, de Brito J (2010) Durability performance of concrete made with fine recycled concrete aggregates. Cem Concr Compos 32(1):9–14. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconcomp.2009.09.005\nKwan WH, Ramli M, Kam KJ, Sulieman MZ (2011) Influence of the amount of recycled coarse aggregate in concrete design and durability properties. Constr Build Mater. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2011.06.059\nXiao J (2018) Recycled aggregate concrete structures. Springer tracts in civil engineering. Springer, Berlin. https:\u002F\u002Fdoi.org\u002F10.1007\u002F978-3-662-53987-3_16\nXiao J, Wang C, Ding T, Akbarnezhad A (2018) A recycled aggregate concrete high-rise building: structural performance and embodied carbon footprint. J Clean Prod 199:868–881. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.jclepro.2018.07.210\nRyoichi S, Ippei M, Takahisa S, Masaru S (2007) Flexural behavior of reinforced recycled concrete beams. J Adv Concr Technol 5(1):43–61\nCorinaldesi V, Moriconi G (2009) Influence of mineral additions on the performance of 100% recycled aggregate concrete. Constr Build Mater 23(8):2869–2876\nCasuccio M, Torrijos MC, Giaccio G, Zerbino R (2008) Failure mechanism of recycled aggregate concrete. Constr Build Mater 22(7):1500–1506. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2007.03.032\nPoon C, Shui Z, Lam L (2004) Effect of microstructure of ITZ on compressive strength of concrete prepared with recycled aggregates. Constr Build Mater 18(6):461–468. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2004.03.005\nTam VWY, Soomro M, Evangelista ACJ (2021) Quality improvement of recycled concrete aggregate by removal of residual mortar: a comprehensive review of approaches adopted. Constr Build Mater 288:123066. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2021.123066\nHo H, Iizuka A, Shibata E (2021) Chemical recycling and use of various types of concrete waste: a review. J Clean Prod 284:124785. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.jclepro.2020.124785\nZhang H, Xiao J (2021) Plastic shrinkage and cracking of 3D printed mortar with recycled sand. Constr Build Mater 302:124405. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2021.124405\nXiao J, Ma Z, Sui T, Akbarnezhad A, Duan Z (2018) Mechanical properties of concrete mixed with recycled powder produced from construction and demolition waste. J Clean Prod 188:720–731. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.jclepro.2018.03.277\nTam VWY, Butera A, Le KN, Li W (2020) Utilizing CO2 technologies for recycled aggregate concrete: a critical review. Constr Build Mater 250:118903. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2020.118903\nWang Y, Zhang H, Geng Y, Wang Q, Zhang S (2019) Prediction of the elastic modulus and the splitting tensile strength of concrete incorporating both fine and coarse recycled aggregate. Constr Build Mater 215:332–346. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2019.04.212\nThomas C, de Brito J, Gil V, Sainz-Aja JA, Cimentada A (2018) Multiple recycled aggregate properties analyzed by X-ray microtomography. Constr Build Mater 166:171–180. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2018.01.130\nXiao J, Zou S, Yu Y, Wang Y, Ding T, Zhu Y, Yu J, Li S, Duan Z, Wu Y, Li L (2020) 3D recycled mortar printing: system development, process design, material properties and on-site printing. J Build Eng 32:101779. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.jobe.2020.101779\nDhir RK, Limbachiya MC, Leelawat T (1999) Suitability of recycled concrete aggregate for use in BS 5328 designated mixes. Proc Inst Civ Eng: Struct Build. https:\u002F\u002Fdoi.org\u002F10.1680\u002Fistbu.1999.31568\nXiao J, Ma X, Liu Q, Zhang H, Duan Z (2021) Evolvement and research progress of concept for fully recycled concrete. J Archit Civ Eng 38(2):1–15 (in Chinese)",{"EN":139},"As a solution to the disposal of construction and demolition waste and the shortage of concrete raw materials, recycled aggregate concrete has been studied by pioneer academics and industry researchers for decades. 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V (2012) Towards a durability framework for structural elements and structures made of or strengthened with high-performance fibre-reinforced composites. 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Mater Struct 42:593–603",{"doi":355},"10.1617\u002Fs11527-008-9406-6",{"id":18,"text":357,"url":18,"identifiers":358},"Şahmaran M, Li VC (2009) Durability properties of micro-cracked ECC containing high volumes fly ash. Cem Concr Res 39:1033–1043",{"doi":359},"10.1016\u002Fj.cemconres.2009.07.009",{"id":18,"text":361,"url":18,"identifiers":362},"Schröfl C, Mechtcherine V, Kaestner A, Vontobel P, Hovind J, Lehmann E (2015) Transport of water through strain-hardening cement-based composite (SHCC) applied on top of cracked reinforced concrete slabs with and without hydrophobization of cracks – Investigation by neutron radiography. Constr Build Mater 76:70–86",{"doi":363},"10.1016\u002Fj.conbuildmat.2014.11.062",{"id":18,"text":365,"url":18,"identifiers":366},"Wittmann F, Zhao T, Tian L, Wang F, Wang L (2009) Aspects of durability of strain hardening cement-based composites under imposed strain. In: van Zijl G, Boshoff B (eds) Advances in cement-based materials. CRC Press, pp 173–179",{},{"id":18,"text":368,"url":18,"identifiers":369},"Zhang P, Wang P, Hou D, Liu Z, Haist M, Zhao T (2017) Application of neutron radiography in observing and quantifying the time-dependent moisture distributions in multi-cracked cement-based composites. Cement Concr Compos 78:13–20",{"doi":370},"10.1016\u002Fj.cemconcomp.2016.12.006",{"id":18,"text":372,"url":18,"identifiers":373},"Zhang P, Wittmann FH, Zhao TJ, Lehmann EH, Tian L, Vontobel P (2010) Observation and quantification of water penetration into strain hardening cement-based composites (SHCC) with multiple cracks by means of neutron radiography. Nucl Instrum Methods Phys Res, Sect A 620:414–420",{"doi":374},"10.1016\u002Fj.nima.2010.04.119",{"id":18,"text":376,"url":18,"identifiers":377},"Van Belleghem B, Montoya R, Dewanckele J, Van den Steen N, De Graeve I, Deconinck J, Cnudde V, Van Tittelboom K, De Belie N (2016) Capillary water absorption in cracked and uncracked mortar–a comparison between experimental study and finite element analysis. Constr Build Mater 110:154–162",{"doi":378},"10.1016\u002Fj.conbuildmat.2016.02.027",{"id":18,"text":380,"url":18,"identifiers":381},"Huang H, Ye G, Pel L (2016) New insights into autogenous self-healing in cement paste based on nuclear magnetic resonance (NMR) tests. Mater Struct 49:2509–2524",{"doi":382},"10.1617\u002Fs11527-015-0664-9",{"id":18,"text":384,"url":18,"identifiers":385},"Wagner C, Villmann B, Slowik V, Mechtcherine V (2019) Capillary absorption of cracked strain-hardening cement-based composites. Cement Concr Compos 97:239–247",{"doi":386},"10.1016\u002Fj.cemconcomp.2018.12.017",{"id":18,"text":388,"url":18,"identifiers":389},"van Zijl GPAG, Slowik V, Toledo Filho RD, Wittmann FH, Mihashi H (2015) Comparative testing of crack formation in strain-hardening cement-based composites (SHCC). Mater Struct 49:1175–1189",{"doi":390},"10.1617\u002Fs11527-015-0567-9",{"id":18,"text":392,"url":18,"identifiers":393},"Boshoff WP, Altmann F, Adendorff CJ, Mechtcherine V (2015) A new approach for modelling the ingress of deleterious materials in cracked strain hardening cement-based composites. Mater Struct 49:2285–2295",{"doi":394},"10.1617\u002Fs11527-015-0649-8",{"id":18,"text":396,"url":18,"identifiers":397},"Wagner C, Villmann B, Slowik V, Mechtcherine V (2017) Water permeability of cracked strain-hardening cement-based composites. Cement Concr Compos 82:234–241",{"doi":398},"10.1016\u002Fj.cemconcomp.2017.06.003",{"id":18,"text":400,"url":18,"identifiers":401},"Maekawa K, Ishida T, Kishi T (2003) Multi-scale modeling of concrete performance. J Adv Concr Technol 1:91–126",{"doi":402},"10.3151\u002Fjact.1.91",{"id":18,"text":404,"url":18,"identifiers":405},"Ishida T, Maekawa K, Kishi T (2007) Enhanced modeling of moisture equilibrium and transport in cementitious materials under arbitrary temperature and relative humidity history. Cem Concr Res 37:565–578",{"doi":406},"10.1016\u002Fj.cemconres.2006.11.015",{"id":18,"text":408,"url":18,"identifiers":409},"Maekawa K, Ishida T, Kishi T (2008) Multi-scale modeling of structural concrete. Taylor and Francis, London",{"doi":410},"10.1201\u002F9781482288599",{"id":18,"text":412,"url":18,"identifiers":413},"Lucas R (1918) Ueber das zeitgesetz des kapillaren aufstiegs von flüssigkeiten. Kolloid-Zeitschrift 23:15–22",{"doi":414},"10.1007\u002FBF01461107",{"id":18,"text":416,"url":18,"identifiers":417},"Washburn EW (1921) The dynamics of capillary flow. Phys Rev 17:273–283",{"doi":418},"10.1103\u002FPhysRev.17.273",{"id":18,"text":420,"url":18,"identifiers":421},"Witherspoon PA, Wang JSY, Iwai K, Gale JE (1980) Validity of Cubic Law for fluid flow in a deformable rock fracture. Water Resour Res 16:1016–1024",{"doi":422},"10.1029\u002FWR016i006p01016",{"id":18,"text":424,"url":18,"identifiers":425},"Meschke G, Grasberger S (2003) Numerical modeling of coupled hygromechanical degradation of cementitious materials. J Eng Mech 129:383–392",{"doi":426},"10.1061\u002F(ASCE)0733-9399(2003)129:4(383)",{"id":18,"text":428,"url":18,"identifiers":429},"Wang L, Bao J, Ueda T (2016) Prediction of mass transport in cracked-unsaturated concrete by mesoscale lattice model. Ocean Eng 127:144–157",{"doi":430},"10.1016\u002Fj.oceaneng.2016.09.044",{"id":18,"text":432,"url":18,"identifiers":433},"van Genuchten MT (1980) A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Sci Soc Am J 44:892–898",{"doi":434},"10.2136\u002Fsssaj1980.03615995004400050002x",{"id":18,"text":436,"url":18,"identifiers":437},"Baroghel-Bouny V, Mainguy M, Lassabatere T, Coussy O (1999) Characterization and identification of equilibrium and transfer moisture properties for ordinary and high-performance cementitious materials. Cem Concr Res 29:1225–1238",{"doi":438},"10.1016\u002FS0008-8846(99)00102-7",{"id":18,"text":440,"url":18,"identifiers":441},"Wang Y, Li JH, Zhang LM, Li X, Cai CZ (2013) Measuring water retention curves for rough joints with random apertures. Geotech Test J 36:929–938",{},{"id":18,"text":443,"url":18,"identifiers":444},"Shimomura T, Onoya K, Thynn HT (2014) Modelling of environmental action for simulation of long term variation of moisture content in concrete structures. In: van Breugel K, Koenders EAB (eds) Proceedings of the 1st Ageing of Materials & Structures 2014 Conference. pp 416–423",{},{"id":18,"text":446,"url":18,"identifiers":447},"Boshoff WP, Adendorff CJ (2013) Effect of sustained tensile loading on SHCC crack widths. Cement Concr Compos 37:119–125",{"doi":448},"10.1016\u002Fj.cemconcomp.2012.11.009",{"id":18,"text":450,"url":18,"identifiers":451},"Li J, Weng J, Yang E-H (2019) Stochastic model of tensile behavior of strain-hardening cementitious composites (SHCCs). Cem Concr Res 124:105856",{"doi":452},"10.1016\u002Fj.cemconres.2019.105856",{"id":18,"text":454,"url":18,"identifiers":455},"Wang P, Wittmann F, Zhao T, Huang W (2011) Evolution of crack patterns on SHCC as function of imposed strain. In: Toledo Filho R, Silva F, Koenders E, Fairbairn E (eds) Proceedings 2nd int. RILEM conference on strain hardening cementitious composites. Rio de Janeiro, Brazil, pp 217-224",{},{"id":18,"text":457,"url":18,"identifiers":458},"Ranade R, Zhang J, Lynch JP, Li VC (2014) Influence of micro-cracking on the composite resistivity of engineered cementitious composites. Cem Concr Res 58:1–12",{"doi":459},"10.1016\u002Fj.cemconres.2014.01.002",{"id":18,"text":461,"url":18,"identifiers":462},"Grassl P (2009) A lattice approach to model flow in cracked concrete. Cement Concr Compos 31:454–460",{"doi":463},"10.1016\u002Fj.cemconcomp.2009.05.001",{"id":18,"text":465,"url":18,"identifiers":466},"Grassl P, Fahy C, Gallipoli D, Wheeler SJ (2015) On a 2D hydro-mechanical lattice approach for modelling hydraulic fracture. J Mech Phys Solids 75:104–118",{"doi":467},"10.1016\u002Fj.jmps.2014.11.011",{"id":18,"text":469,"url":18,"identifiers":470},"Li X, Chen S, Xu Q, Xu Y (2018) Modeling capillary water absorption in concrete with discrete crack network. J Mater Civ Eng 30:04017263",{"doi":471},"10.1061\u002F(ASCE)MT.1943-5533.0002122",{"id":18,"text":473,"url":18,"identifiers":474},"Kan L-l, Shi H-s (2012) Investigation of self-healing behavior of engineered cementitious composites (ECC) materials. Constr Build Mater 29:348–356",{"doi":475},"10.1016\u002Fj.conbuildmat.2011.10.051",{"id":18,"text":477,"url":18,"identifiers":478},"Zhang P, Dai Y, Ding X, Zhou C, Xue X, Zhao T (2018) Self-healing behaviour of multiple microcracks of strain hardening cementitious composites (SHCC). Constr Build Mater 169:705–715",{"doi":479},"10.1016\u002Fj.conbuildmat.2018.03.032",{"id":18,"text":481,"url":18,"identifiers":482},"Kunieda M, Choonghyun K, Ueda N, Nakamura H (2012) Recovery of protective performance of cracked ultra high performance-strain hardening cementitious composites (UHP-SHCC) due to autogenous healing. J Adv Concr Technol 10:313–322",{"doi":483},"10.3151\u002Fjact.10.313",{"id":18,"text":485,"url":18,"identifiers":486},"Durability of strain-hardening fibre-reinforced cement-based composites (SHCC) (2010). RILEM State-of-the-Art Reports. Springer",{},{"id":488,"createTime":489,"updateTime":490,"relativeEntities":491,"slug":492,"properties":493,"entityType":144,"verifyStatus":145,"verifyTime":490,"verifyNote":146,"syncStatus":17,"languages":18,"translateLanguages":18,"viewCount":19,"primaryUrl":502,"fullTextUrl":18,"authors":503,"publicationType":205,"publisherRelationship":565,"citationCount":18,"citationInfo":18,"publishDate":597,"publishYear":240,"citationAnalyzeStatus":17,"lastCitationAnalyze":18,"indexDatabases":18,"openAccess":18,"references":18,"isForceReanalyzing":241},"cdb4c85e-c3b3-4510-b407-27a2751b2bf5","2024-02-12T09:11:58.040+00:00","2025-02-24T23:58:41.940+00:00",[],"Determination-of-Mohr-Coulomb-failure-envelope-mechanical-properties-and-UPV-of-commercial-cement-lime-mortar",{"references":494,"abstract":496,"title":498,"doi":500},{"VOID":495},"Noor-E-Khuda S, Albermani F (2019) Mechanical properties of clay masonry units: destructive and ultrasonic testing. Conctr Build Mater 219:111–120\nPage A (2012) The evolution of the design and construction of masonry buildings in Australia. Gestão Tecnol Proj 7(2):27–34\nMcNary WS, Abrams DP (1985) Mechanics of masonry in compression. J Struct Eng (ASCE) 111(4):857–870\nKhoo CL (1972) Failure criterion for brickwork in axial compression. Ph.D. Thesis, University of Edinburgh, Edinburg\nHaach VG, Vasconcelos G, Lourenço PB (2011) Influence of aggregates grading and water\u002Fcement ratio in workability and hardened properties of mortars. Constr Build Mater 25:2980–2987\nAsad M, Dhanasekar M, Zahra T, Thambiratnam D (2019) Characterisation of polymer cement mortar composites containing carbon fibre or auxetic fabric overlays and inserts under flexure. Constr Build Mater 224:863–879\nde Oliveira TF, Beck MH, Escosteguy PV, Bortoluzzi EC, Modolo ML (2015) The effect of the substitution of hydrated lime with phyllite on mortar quality. Appl Clay Sci 105:113–117\nLanas J, Sirera R, Alvarez JI (2006) Study of the mechanical behavior of masonry repair lime-based mortars cured and exposed under different conditions. Cem Concr Res 36(5):961–970\nSingh SB, Munjal P, Thammishetti N (2015) Role of water\u002Fcement ratio on strength development of cement mortar. J Build Eng 4:94–100\nBinder E, Reihsner R, Yuan Y, Mang HA, Pichler BLA (2020) High-dynamic compressive and tensile strength of specimens made of cementitious materials. Cem Concr Res 129:105890\nNoor-E-Khuda S (2021) Influence of wetting–drying cycles on compressive and flexural strength of cement mortar and CFRP-mortar bond strength. Constr Build Mater 271:121513\nZhou Q, Wang F, Zhu F, Yang X (2017) Stress–strain model for hollow concrete block masonry under uniaxial compression. Mater Struct 50(2):106\nAssaad J, Harb J, Khayat K (2009) Use of triaxial compression test on mortars to evaluate formwork pressure of self-consolidating concrete. ACI Mater J 106(5):439–447\nYankelevsky DZ, Karinski YS, Zhutovsky S, Feldgun VR (2018) High-pressure uniaxial confined compression tests of mortars. Constr Build Mater 165:523–532\nYurtdas I, Burlion N, Skoczylas F (2004) Triaxial mechanical behaviour of mortar: Effects of drying. Cem Concr Res 34(7):1131–1143\nYurtdas I, Peng He, Burlion N, Skoczylas F (2006) Influences of water by cement ratio on mechanical properties of mortars submitted to drying. Cem Concr Res 36(7):1286–1293\nMohamad G, Fonseca FS, Roman HR, Vermeltfoort A and Rizzatti E (2015) Behavior of mortar under multi-axial stress. In: 12th North American Masonry conference, 17–20 May 2015, Denver, Colorado pp 1–12\nLourenço PB (1996) Computational strategies for masonry structures. Ph.D. Thesis, Delft University of Technology, Delft\nNoor-E-Khuda S, Dhanasekar M, Thambiratnam DP (2016) Out-of-plane deformation and failure of masonry walls with various forms of reinforcement. Compos Struct 140:262–277\nNoor-E-Khuda S (2021) An explicit finite-element modeling method for masonry walls using continuum shell element. J Archit Eng 27(4):04021040\nGabet T, Malécot Y, Daudeville L (2008) Triaxial behaviour of concrete under high stresses: influence of the loading path on compaction and limit states. Cem Concr Res 38(3):403–412\nToufigh V, Abyaneh MJ, Jafari K (2017) Study of behavior of concrete under axial and triaxial compression. ACI Mater J 114(4):619–629\nSfer D, Carol I, Gettu R, Etse G (2002) Study of the behavior of concrete under triaxial compression. J Eng Mech 128(2):156–163\nMalecot Y, Zingg L, Briffaut M, Baroth J (2019) Influence of free water on concrete triaxial behavior: the effect of porosity. Cem Concr Res 120:207–216\nChen D, Yu X, Liu R, Li S, Zhang Y (2019) Triaxial mechanical behavior of early age concrete: experimental and modelling research. Cem Concr Res 115:433–444\nWang YB, Liew JY, Lee SC, Xiong DX (2016) Experimental study of ultra-high-strength concrete under triaxial compression. ACI Mater J. https:\u002F\u002Fdoi.org\u002F10.14359\u002F51688071\nHayen R, Schueremans L, Van Balen K, Van Gemert D (2001) Triaxial testing of historic masonry, test set-up and first results. WIT Trans Built Environ 55:1–10\nAtkinson RH, Noland JL, Abrams DP, McNary S (1985) Deformation failure theory for stack-bond brick masonry prisms in compression. In: Mathys JH, Borchelt JG (eds) Proceedings of 3rd North American Masonry conference, Arlington\nSbartaï ZM, Breysse D, Larget M, Balayssac JP (2012) Combining NDT techniques for improved evaluation of concrete properties. Cem Concr Compos 34(6):725–733\nSharma S, Mukherjee A (2015) Monitoring freshly poured concrete using ultrasonic waves guided through reinforcing bars. Cem Concr Compos 55:337–347\nCarette J, Staquet S (2016) Monitoring and modelling the early age and hardening behaviour of eco-concrete through continuous non-destructive measurements: part II. Mech Behav Cem Concr Compos 73:1–9\nNoor-E-Khuda S, Albermani F (2019) Flexural strength of weathered granites under wetting–drying cycles: implications to steel structures. Adv Steel Constr 15(3):225–231\nNoor-E-Khuda S, Albermani F, Veidt M (2017) Flexural strength of weathered granites: influence of freeze and thaw cycles. Constr Build Mater 156:891–901\nAS 3700 (Australian Standard) (2018) Australian Standard of Masonry Structures. Sydney\nThink Brick Australia, Manual To Construction Guidelines for Clay Masonry (2020) https:\u002F\u002Fwww.thinkbrick.com.au\u002FTechnical\u002FManuals\u002FDownloadManual\u002F12?ManualName=Manual%2010-Construction%20guidelines.pdf. Accessed 20 July 2020\nAustralian Standard (2014) Methods of testing concrete; Preparation of concrete mixes in the laboratory. AS 1012.2: 2014\nAustralian Standard (2014) Methods of testing concrete; method for making and curing concrete. AS 1012.8.1: 2014\nAS 2350 (Australian Standard) (2016) Methods of testing Portland, blended and masonry cements. Sydney\nBinda L, de Vekey B, Acharhabi A, Baronio G, Bekker P, Borchelt G, Groot C (1998) RILEM TC 127-MS: tests for masonry materials and structures. Mater Struct 31(205):2–19\nBreysse D (2012) Nondestructive evaluation of concrete strength: an historical review and a new perspective by combining NDT methods. Constr Build Mater 33:139–163\nNakamura H, Nanri T, Miura T, Roy S (2018) Experimental investigation of compressive strength and compressive fracture energy of longitudinally cracked concrete. Cement Concr Compos 93:1–18\nPluijm RVD (1999) Out-of-plane bending of masonry, behavior and strength. Ph.D. Thesis, Eindhoven University of Technology, Eindhoven\nBenedetti A, Pelà L and Aprile A (2008) Masonry properties determination via splitting tests on cores with a rotated mortar layer. In: Proceedings of 8th international seminar on structural masonry, Istanbul\nVu XH, Malecot Y, Daudeville L, Buzaud E (2009) Experimental analysis of concrete behavior under high confinement: effect of the saturation ratio. Int J Solids Struct 46(5):1105–1120",{"EN":497},"Mortar in masonry structures can be subjected to both uniaxial and triaxial loading. Determining the mechanical properties and\u002For failure criteria of the commonly used mortar is necessary for the structural performance assessment of new and existing masonry buildings using non-destructive testing and\u002For finite element modelling methods. In this paper, the stress–strain behaviour of a commercially available cement-lime mortar is investigated under uniaxial and triaxial loading. The axial compressive strength, modulus of elasticity, Mohr–Coulomb failure envelopes of the mortar are determined over a range of conditions. Mortar specimens were prepared with a water to cementitious material ratio (w\u002Fcm) of 0.6–0.7 and were tested at curing ages of 3, 7, 14, and 28 days, under confining pressures of 0, 100, 250, 500 and 750 kPa. Ultrasonic pulse velocity (UPV) of the specimens were measured before the destructive testing. The results indicate that the influence of curing age and confining pressure on the axial compressive strength of the mortar can be predicted using proposed linear correlations between (i) The confining pressure and the axial compressive strength and (ii) The UPV and the axial compressive strength. From the test results, the strength parameters of the Mohr–Coulomb failure criterion were also determined. It is observed that cohesion is more sensitive to changes in curing age and w\u002Fcm than the friction angle, which varied between 32 and 33 degrees.",{"EN":499},"Determination of Mohr–Coulomb failure envelope, mechanical properties and UPV of commercial cement-lime mortar",{"VOID":501},"10.1617\u002Fs11527-022-01959-z","https:\u002F\u002Flink.springer.com\u002Farticle\u002F10.1617\u002Fs11527-022-01959-z",[504,519,535,550],{"id":505,"sortIndex":19,"researcher":18,"roles":506,"affiliations":507,"properties":516},"48d032a0-0a5e-447b-bd67-fe04f4dd3fc8",[152],[508],{"id":18,"sortIndex":19,"affiliation":509,"properties":18},{"id":510,"createTime":511,"updateTime":511,"relativeEntities":512,"slug":18,"properties":513,"entityType":63,"verifyStatus":17,"verifyTime":18,"verifyNote":18,"syncStatus":17,"languages":18,"translateLanguages":18,"viewCount":19},"ba7d7f23-8ef6-49e3-ae84-b55418015cde","2024-02-12T09:11:58.058+00:00",[],{"title":514},{"VI":515},"School of Engineering and Built Environment, Deakin University, Waurn Ponds, Australia",{"title":517},{"VI":518},"Amrit Ghimire",{"id":520,"sortIndex":521,"researcher":18,"roles":522,"affiliations":523,"properties":532},"0a644966-7c96-407e-a299-44ff515fc9a0",3,[152],[524],{"id":18,"sortIndex":19,"affiliation":525,"properties":18},{"id":526,"createTime":527,"updateTime":527,"relativeEntities":528,"slug":18,"properties":529,"entityType":63,"verifyStatus":17,"verifyTime":18,"verifyNote":18,"syncStatus":17,"languages":18,"translateLanguages":18,"viewCount":19},"9187282b-b46a-4c40-8ee3-cf1047b4328b","2023-12-31T08:53:33.719+00:00",[],{"title":530},{"VI":531},"School of Engineering and Technology, Central Queensland University, Rockhampton, Australia",{"title":533},{"VI":534},"Thuraichamy Suntharavadivel",{"id":536,"sortIndex":120,"researcher":18,"roles":537,"affiliations":538,"properties":547},"dcfffafc-8b8d-46a2-9ec9-68fb974713b1",[152],[539],{"id":18,"sortIndex":19,"affiliation":540,"properties":18},{"id":541,"createTime":542,"updateTime":542,"relativeEntities":543,"slug":18,"properties":544,"entityType":63,"verifyStatus":17,"verifyTime":18,"verifyNote":18,"syncStatus":17,"languages":18,"translateLanguages":18,"viewCount":19},"a91ecbc3-dd45-4e35-8012-ab53ddef135a","2024-02-12T09:11:58.072+00:00",[],{"title":545},{"VI":546},"School of Engineering and Technology, Central Queensland University, Melbourne, Australia",{"title":548},{"VI":549},"Sarkar Noor-E-Khuda",{"id":551,"sortIndex":189,"researcher":18,"roles":552,"affiliations":553,"properties":562},"54e59b28-a05e-4c37-a4b4-d6f28c02721d",[152],[554],{"id":18,"sortIndex":19,"affiliation":555,"properties":18},{"id":556,"createTime":557,"updateTime":557,"relativeEntities":558,"slug":18,"properties":559,"entityType":63,"verifyStatus":17,"verifyTime":18,"verifyNote":18,"syncStatus":17,"languages":18,"translateLanguages":18,"viewCount":19},"1345b295-c26d-4fe8-880d-3c195d5de18e","2023-12-11T07:58:41.926+00:00",[],{"title":560},{"VI":561},"School of Engineering and Technology, Central Queensland University, Gladstone, Australia",{"title":563},{"VI":564},"Shah Neyamat Ullah",{"url":502,"publisher":566,"properties":593},{"id":6,"createTime":7,"updateTime":8,"relativeEntities":567,"slug":10,"properties":568,"entityType":16,"verifyStatus":17,"verifyTime":18,"verifyNote":18,"syncStatus":17,"languages":18,"translateLanguages":18,"viewCount":19,"subjectFields":571,"manageAffiliations":572,"indexDatabases":573,"url":18,"thumbnailPath":18,"statistic":588,"gsStatistic":18,"type":124,"analyzePriority":18},[],{"issn":569,"title":570},{"VOID":13},{"EN":15},[],[],[574,581],{"id":98,"indexDatabase":575,"url":111,"indexYears":112,"academicFieldIds":580,"indexDatabaseRanking":18},{"id":100,"createTime":101,"updateTime":102,"relativeEntities":576,"label":577,"description":578,"key":108,"publicationTags":579,"standard":18},[],{"EN":105,"VI":105},{"EN":105,"VI":107},[110],[114,115,116,117],{"id":78,"indexDatabase":582,"url":18,"indexYears":18,"academicFieldIds":587,"indexDatabaseRanking":18},{"id":80,"createTime":81,"updateTime":82,"relativeEntities":583,"label":584,"description":585,"key":89,"publicationTags":586,"standard":18},[],{"EN":85,"VI":85},{"VI":87,"EN":88},[91,92],[94,95,96],{"impactFactor":19,"impactFactorByYear":589,"i10Index":19,"i10IndexLast5Year":19,"totalPublication":120,"totalPublicationByYear":590,"totalCitation":19,"totalCitationByYear":591,"totalCitationPerPublication":19,"totalCitationPerPublicationByYear":592,"hindexLast5Year":19,"hindex":19},{},{"1981":120},{},{},{"volume":594,"pages":595},{"VOID":236},{"VOID":596},"1-19","2022-04-16",{"id":599,"createTime":600,"updateTime":601,"relativeEntities":602,"slug":603,"properties":604,"entityType":144,"verifyStatus":145,"verifyTime":601,"verifyNote":146,"syncStatus":17,"languages":613,"translateLanguages":18,"viewCount":19,"primaryUrl":614,"fullTextUrl":18,"authors":615,"publicationType":205,"publisherRelationship":657,"citationCount":18,"citationInfo":18,"publishDate":685,"publishYear":686,"citationAnalyzeStatus":17,"lastCitationAnalyze":18,"indexDatabases":18,"openAccess":18,"references":687,"isForceReanalyzing":241},"92d41cf8-2e25-4d02-b258-1602f3d0220e","2024-04-11T05:01:40.367+00:00","2025-02-21T23:58:34.805+00:00",[],"Unsaturated-diffusivity-functions-for-concrete-derived-from-NMR-images",{"keywords":605,"abstract":607,"title":609,"doi":611},{"EN":606},"",{"EN":608},"Deterioration of concrete or reinforcing steel through excessive contaminant concentration is often the result of repeated wetting and drying cycles. At each cycle, the absorption of water carries new contaminants into the unsaturated concrete. Nuclear Magnetic Resonance (NMR) is used with large concrete samples to observe the shape of the wetting profile during a simple one-dimensional wetting process. The absorption of water by dry concrete is modelled by a nonlinear diffusion equation with the unsaturated hydraulic diffusivity being a strongly nonlinear function of the moisture content. Exponential and power functions are used for the hydraulic diffusivity and corresponding solutions of the diffusion equation adequately predict the shape of the experimental wetting profile. The shape parameters, describing the wetting profile, vary little between different blends and are relatively insensitive to subsequent re-wetting experiments allowing universal parameters to be suggested for these concretes.",{"EN":610},"Unsaturated diffusivity functions for concrete derived from NMR images",{"VOID":612},"10.1007\u002FBF02481067",[260],"https:\u002F\u002Flink.springer.com\u002Farticle\u002F10.1007\u002FBF02481067",[616,633,645],{"id":617,"sortIndex":120,"researcher":18,"roles":618,"affiliations":619,"properties":630},"1713a60b-3633-4161-b29f-727af07e105c",[],[620],{"id":18,"sortIndex":19,"affiliation":621,"properties":18},{"id":622,"createTime":623,"updateTime":624,"relativeEntities":625,"slug":626,"properties":627,"entityType":63,"verifyStatus":17,"verifyTime":18,"verifyNote":18,"syncStatus":17,"languages":18,"translateLanguages":18,"viewCount":19},"ccbb0219-411b-4e4f-8dfe-c0386a27c9ba","2024-04-11T19:59:01.137+00:00","2024-12-19T21:08:28.552+00:00",[],"School-of-Engineering-University-of-Queensland-Brisbane-Australia",{"title":628},{"EN":629},"School of Engineering , University of Queensland , Brisbane, Australia",{"title":631},{"EN":632},"D. Lockington",{"id":634,"sortIndex":19,"researcher":18,"roles":635,"affiliations":636,"properties":642},"ccd80cff-c8ce-426b-a2b3-7cccf4f49fd1",[],[637],{"id":18,"sortIndex":19,"affiliation":638,"properties":18},{"id":622,"createTime":623,"updateTime":624,"relativeEntities":639,"slug":626,"properties":640,"entityType":63,"verifyStatus":17,"verifyTime":18,"verifyNote":18,"syncStatus":17,"languages":18,"translateLanguages":18,"viewCount":19},[],{"title":641},{"EN":629},{"title":643},{"EN":644},"C. Leech",{"id":646,"sortIndex":189,"researcher":18,"roles":647,"affiliations":648,"properties":654},"e1215c89-00e6-42eb-a3ec-c029fd6748a7",[],[649],{"id":18,"sortIndex":19,"affiliation":650,"properties":18},{"id":622,"createTime":623,"updateTime":624,"relativeEntities":651,"slug":626,"properties":652,"entityType":63,"verifyStatus":17,"verifyTime":18,"verifyNote":18,"syncStatus":17,"languages":18,"translateLanguages":18,"viewCount":19},[],{"title":653},{"EN":629},{"title":655},{"EN":656},"P. Dux",{"url":18,"publisher":658,"properties":18},{"id":6,"createTime":7,"updateTime":8,"relativeEntities":659,"slug":10,"properties":660,"entityType":16,"verifyStatus":17,"verifyTime":18,"verifyNote":18,"syncStatus":17,"languages":18,"translateLanguages":18,"viewCount":19,"subjectFields":663,"manageAffiliations":664,"indexDatabases":665,"url":18,"thumbnailPath":18,"statistic":680,"gsStatistic":18,"type":124,"analyzePriority":18},[],{"issn":661,"title":662},{"VOID":13},{"EN":15},[],[],[666,673],{"id":98,"indexDatabase":667,"url":111,"indexYears":112,"academicFieldIds":672,"indexDatabaseRanking":18},{"id":100,"createTime":101,"updateTime":102,"relativeEntities":668,"label":669,"description":670,"key":108,"publicationTags":671,"standard":18},[],{"EN":105,"VI":105},{"EN":105,"VI":107},[110],[114,115,116,117],{"id":78,"indexDatabase":674,"url":18,"indexYears":18,"academicFieldIds":679,"indexDatabaseRanking":18},{"id":80,"createTime":81,"updateTime":82,"relativeEntities":675,"label":676,"description":677,"key":89,"publicationTags":678,"standard":18},[],{"EN":85,"VI":85},{"VI":87,"EN":88},[91,92],[94,95,96],{"impactFactor":19,"impactFactorByYear":681,"i10Index":19,"i10IndexLast5Year":19,"totalPublication":120,"totalPublicationByYear":682,"totalCitation":19,"totalCitationByYear":683,"totalCitationPerPublication":19,"totalCitationPerPublicationByYear":684,"hindexLast5Year":19,"hindex":19},{},{"1981":120},{},{},"2003-07-01",2003,[688,690,692,694,696,698,700,702,704,706,708,710,712,714,716,718,720],{"id":18,"text":689,"url":18,"identifiers":18},"Bear, J. and Bachmat, Y., ‘Introduction to Modeling of Transport Phenomena in Porous Media’, (Dordrecht: Kluwer Academic Publishers, 1990).",{"id":18,"text":691,"url":18,"identifiers":18},"Beyea, S., Balcom, B., Bremner, T., Prado, P., Cross, A., Armstrong, R. and Grattan-Bellew, P., ‘The influence of shrinkage-cracking on the drying behaviour of white portland cement using single-point imaging (SPI)’,Solid State Nuclear Magnetic Resonance 13 (1998) 93–100.",{"id":18,"text":693,"url":18,"identifiers":18},"Beyea, S.D., Balcom, B.J., Bremner, T.W., Prado, P.J., Green, D.P., Armstrong, R.L. and Grattan-Bellew, P.E., ‘Magnetic resonance imaging and moisture content profiles of drying concrete’,Cement and Concrete Research 28 (3) (1998) 453–463.",{"id":18,"text":695,"url":18,"identifiers":18},"Carpenter, T.A., Davies, E.S., Hall, C., Hall, L.D., Hoff, W.D. and Wilson, M.A., ‘Capillary water migration in rock: Process and material properties examined by NMR imaging’,Mater. Struct 26 (1993) 286–292.",{"id":18,"text":697,"url":18,"identifiers":18},"Daian, J.-F., ‘Condensation and isothermal water transfer in cement mortar, Part 1—Pore size distribution, equilibrium water condensation and imbibition’,Transport in Porous Media 3 (1988) 563–589.",{"id":18,"text":699,"url":18,"identifiers":18},"Gummerson, R., Hall, C., Hoff, W.D., Hawkes, R., Holland, G.N. and Moore, W.S., ‘Unsaturated water flow within porous materials observed by NMR imaging’,Nature 281 (1979) 56–57.",{"id":18,"text":701,"url":18,"identifiers":18},"Hall, C., ‘Water sorptivity of mortars and concretes: a review’,Magazine of Concrete Research 41 (147) (1989) 51–61.",{"id":18,"text":703,"url":18,"identifiers":18},"Hall, C., ‘Barrier performance of concrete: A review of fluid transport theory’,Mater. Struct. 27 (1994) 291–306.",{"id":18,"text":705,"url":18,"identifiers":18},"Hall, C. and Yau, M.H.R., ‘Water movement in porous building materials IX: the water absorption and sorptivity of concretes’,Building and Environment 22 (1) (1987) 77–82.",{"id":18,"text":707,"url":18,"identifiers":18},"Hearn, N. and Morley, C.T., ‘Self-sealing property of concrete— experimental evidence’,Mater. Struct. 30 (201) (1997) 404–411.",{"id":18,"text":709,"url":18,"identifiers":18},"Lockington, D., Parlange, J.-Y. and Dux, P., ‘Sorptivity and estimating water penetration in unsaturated concrete’,Mater. Struct. 32 (219) (1999) 342–347.",{"id":18,"text":711,"url":18,"identifiers":18},"Ollivier, J.P. and Massat, M., ‘The effect of the transition zone on transfer properties of concrete,’ in J.C. Maso (Ed.), ‘Interfacial Transition Zone in Concrete’, RILEM Report 11, London: E F Spon (1996) 117–131.",{"id":18,"text":713,"url":18,"identifiers":18},"Parrott, L.J., ‘Moisture conditioning and transport properties of concrete’,Mater. Struct. 27 (1994) 460–468.",{"id":18,"text":715,"url":18,"identifiers":18},"Pel, L., ‘Moisture transport in porous building materials’, Ph. D. thesis, Technische Universiteit Eindhoven, 1995.",{"id":18,"text":717,"url":18,"identifiers":18},"Reinhardt, H., Hearn, N. and Sosoro, M., ‘Transport properties of concrete’, in H.W. Reinhardt (Ed.), ‘Penetration and permeability of concrete: Barriers to organic and contaminating liquids. State-of-the-art report prepared by members of the RILEM Technical Committee 146-TCF’, London, E.F. Spon (1997) 214–264.",{"id":18,"text":719,"url":18,"identifiers":18},"Saetta, A.V., Scotta, R.V. and Vitaliani, R.V., ‘Analysis of chloride diffusion into partially saturated concrete’,ACI Materials Journal 90 (5) (1993) 441–451.",{"id":18,"text":721,"url":18,"identifiers":18},"The Mathworks, Inc., Matlab (2000).",{"id":723,"createTime":724,"updateTime":725,"relativeEntities":726,"slug":727,"properties":728,"entityType":144,"verifyStatus":145,"verifyTime":725,"verifyNote":146,"syncStatus":17,"languages":18,"translateLanguages":18,"viewCount":19,"primaryUrl":737,"fullTextUrl":18,"authors":738,"publicationType":205,"publisherRelationship":785,"citationCount":18,"citationInfo":18,"publishDate":818,"publishYear":819,"citationAnalyzeStatus":17,"lastCitationAnalyze":18,"indexDatabases":18,"openAccess":18,"references":18,"isForceReanalyzing":241},"82cb6871-66a5-4e03-958d-7a314c0efc60","2023-12-13T13:11:01.913+00:00","2025-01-04T23:58:09.042+00:00",[],"Compressive-force-path-and-behaviour-of-prestressed-concrete-beams",{"references":729,"abstract":731,"title":733,"doi":735},{"VOID":730},"BS 8110, ‘Structural Use of Concrete: Part 1: Code of Practice for Design and Construction’ (British Standards Institution, London, 1985).\nACI 318-83, ‘Building Code Requirements for Reinforced Concrete’ (American Concrete Institute, Detroit, 1983).\nCAN3-A23.3-M84, ‘Design of Concrete Structures for Buildings’ (Canadian Standards Assocation, Rexdale, 1984).\nCEB-FIP, ‘Model Code for Concrete Structures’ (Comité Euro-International du Béton, Cement and Concrete Association, London, 1978).\nRitter, W., ‘Die Bauweise Hennebique’,Schweizerische Bauzeitung 33 (1899), 59–61.\nMörsch, E., ‘Concrete Steel Construction’, English translation by E. P. Goodrich (McGraw-Hill, New York, 1909) (Translation from 3rd edition of ‘Der Eisenbetonbau’, 1st Edn, 1902).\nKotsovos, M. D., ‘Mechanism of shear failure’,Mag. Concr. Res. 35 (124) (1983) 99–106.\nKotsovos, M. D., Bobrowski, J. and Eibl, J., ‘Behaviour of reinforced concrete T-beams in shear’,Structural Engr 65B(1) (1987) 1–10.\nFenwick, R. C. and Paulay, T., ‘Mechanism of shear resistance of concrete beams,’J. Struct. Div. ASCE 94 (10) (1968) 2325–2350.\nTaylor, H. P. J., ‘Shear Stress in Reinforced Concrete Beams Without Shear Reinforcement’, Technical Report TR407 (Cement and Concrete Association, 1968).\nRegan, P. E., ‘Shear in reinforced concrete beams’Mag. Concr. Res. 21 (66) (1969) 31–42.\nKotsovos, M. D. and Lefas, I. D., “Behaviour of reinforced concrete beams designed in compliance with the concept of compressive force path’,ACI Struct. J. 87(2) (1990) 127–139.\nKotsovos, M. D., ‘Shear failure of reinforced concrete beams’,Eng. Struct. 9(1) (1987) 32–38.\nSeraj, S. M., ‘Reinforced and Prestressed Concrete Members Designed in Accordance to the Compressive-Force Path Concept and Fundamental Material Properties’, Ph.D. thesis, Imperial College, University of London (1991).\nSeraj, S. M., Kotsovos, M. D. and Pavlović, M. N., ‘Behaviour of high-strength mix reinforced concrete beams’, submitted for publication.\nKotsovos, M. D. and Pavlović, M. N., ‘Non-linear finite element modelling of concrete structures: basic analysis, phenomenological insight and design implications’,Eng. Computns 3(3) (1986) 243–250.\nCollins, M. P., ‘Towards a rational theory for RC members in shear’,J. Struct. Div. ASCE 104(4) (1978) 649–666.\nVecchio, F. J. and Collins, M. P., ‘The modified compression-field theory for reinforced concrete elements subjected to shear’,ACI Struct. J. 83(2) (1986) 219–231.\nSchlaich, J., Schäfer, K. and Jennewein, M., ‘Toward a consistent design of structural concrete’,Prestr. Concr. Inst. J. 32(3) (1987) 74–150.\nKotsovos, M. D., ‘Compressive force path concept: basis for reinforced concrete ultimate limit design’,ACI Struct. J. 85(1) (1988) 68–75.\nLefas, I. D., Kotsovos, M. D. and Ambraseys, N. N., ‘Behaviour of reinforced concrete structural walls: strength, deformation characteristics, and failure mechanisms,Ibid.,87(1) (1990) 23–31.\nSeraj, S. M., Kotsovos, M. D. and Pavlović, M. N., ‘Experimental study of the compressive-force path concept in prestressed concrete beams’, submitted for publication.\nIdem, ‘Nonlinear finite-element analysis of prestressed concrete members’,Struct. & Buildings Proc. ICE 94(4) (1992) 403–418.\nIdem, Seraj, S. M., Kotsovos, M. D. and Pavlović, M. N. ‘Application of the compressive-force path concept in the design of reinforced concrete indeterminate structures: A pilot study’, submitted for publication.",{"EN":732},"A study of the performance of prestressed concrete beams designed either by conventional design methods or to a physical model proposed in compliance with the ‘compressive-force path’ concept is presented. Results obtained from testing heavily prestressed beams are reported, which show that members designed to the latter concept may be safer than their Code counterparts. The behaviour of these beams has been compared with similar prestressed concrete beams (also designed either to current code provisions or to the proposed method)— but subjected to a smaller amount of prestressing—in an effort to monitor the effect of the level of prestressing on the behaviour of members designed by different methods. In contrast to the current way of thinking, it emerges that an additional amount of prestressing, instead of increasing the shear contribution of concrete, may, in fact, limit the load-bearing capacity of the member itself.",{"EN":734},"Compressive-force path and behaviour of prestressed concrete beams",{"VOID":736},"10.1007\u002FBF02472854","http:\u002F\u002Flink.springer.com\u002F10.1007\u002FBF02472854",[739,756,773],{"id":740,"sortIndex":120,"researcher":18,"roles":741,"affiliations":742,"properties":753},"72f0eb62-fe3b-4cbf-818c-b205e345cc20",[152],[743],{"id":18,"sortIndex":19,"affiliation":744,"properties":18},{"id":745,"createTime":746,"updateTime":747,"relativeEntities":748,"slug":749,"properties":750,"entityType":63,"verifyStatus":17,"verifyTime":18,"verifyNote":18,"syncStatus":17,"languages":18,"translateLanguages":18,"viewCount":19},"17d93990-c538-4f11-845f-ce3ffd808d77","2023-12-11T07:19:28.613+00:00","2024-12-27T11:13:00.678+00:00",[],"National-Technical-University-of-Athens-Greece",{"title":751},{"VI":752},"National Technical University of Athens, Greece",{"title":754},{"VI":755},"M. D. Kotsovos",{"id":757,"sortIndex":189,"researcher":18,"roles":758,"affiliations":759,"properties":770},"e95751fd-bf1e-42f4-8b65-399b3292006d",[152],[760],{"id":18,"sortIndex":19,"affiliation":761,"properties":18},{"id":762,"createTime":763,"updateTime":764,"relativeEntities":765,"slug":766,"properties":767,"entityType":63,"verifyStatus":17,"verifyTime":18,"verifyNote":18,"syncStatus":17,"languages":18,"translateLanguages":18,"viewCount":19},"07d829ae-809c-478c-824c-3dcc4b2c7588","2023-12-13T13:11:01.940+00:00","2025-06-11T20:52:02.907+00:00",[],"Department-of-Civil-Engineering-Imperial-College-of-Science-Technology-and-Medicine-University-of-London-London-UK",{"title":768},{"VI":769},"Department of Civil Engineering, Imperial College of Science, Technology and Medicine, University of London, London, UK",{"title":771},{"VI":772},"M. N. Pavlović",{"id":774,"sortIndex":19,"researcher":18,"roles":775,"affiliations":776,"properties":782},"4234348e-b8cc-47dd-974b-5aa9583532d6",[152],[777],{"id":18,"sortIndex":19,"affiliation":778,"properties":18},{"id":762,"createTime":763,"updateTime":764,"relativeEntities":779,"slug":766,"properties":780,"entityType":63,"verifyStatus":17,"verifyTime":18,"verifyNote":18,"syncStatus":17,"languages":18,"translateLanguages":18,"viewCount":19},[],{"title":781},{"VI":769},{"title":783},{"VI":784},"S. M. Seraj",{"url":737,"publisher":786,"properties":813},{"id":6,"createTime":7,"updateTime":8,"relativeEntities":787,"slug":10,"properties":788,"entityType":16,"verifyStatus":17,"verifyTime":18,"verifyNote":18,"syncStatus":17,"languages":18,"translateLanguages":18,"viewCount":19,"subjectFields":791,"manageAffiliations":792,"indexDatabases":793,"url":18,"thumbnailPath":18,"statistic":808,"gsStatistic":18,"type":124,"analyzePriority":18},[],{"issn":789,"title":790},{"VOID":13},{"EN":15},[],[],[794,801],{"id":98,"indexDatabase":795,"url":111,"indexYears":112,"academicFieldIds":800,"indexDatabaseRanking":18},{"id":100,"createTime":101,"updateTime":102,"relativeEntities":796,"label":797,"description":798,"key":108,"publicationTags":799,"standard":18},[],{"EN":105,"VI":105},{"EN":105,"VI":107},[110],[114,115,116,117],{"id":78,"indexDatabase":802,"url":18,"indexYears":18,"academicFieldIds":807,"indexDatabaseRanking":18},{"id":80,"createTime":81,"updateTime":82,"relativeEntities":803,"label":804,"description":805,"key":89,"publicationTags":806,"standard":18},[],{"EN":85,"VI":85},{"VI":87,"EN":88},[91,92],[94,95,96],{"impactFactor":19,"impactFactorByYear":809,"i10Index":19,"i10IndexLast5Year":19,"totalPublication":120,"totalPublicationByYear":810,"totalCitation":19,"totalCitationByYear":811,"totalCitationPerPublication":19,"totalCitationPerPublicationByYear":812,"hindexLast5Year":19,"hindex":19},{},{"1981":120},{},{},{"volume":814,"pages":816},{"VOID":815},"26",{"VOID":817},"74-89","1993-03-01",1993,{"id":821,"createTime":822,"updateTime":823,"relativeEntities":824,"slug":825,"properties":826,"entityType":144,"verifyStatus":145,"verifyTime":823,"verifyNote":146,"syncStatus":17,"languages":18,"translateLanguages":18,"viewCount":19,"primaryUrl":835,"fullTextUrl":18,"authors":836,"publicationType":205,"publisherRelationship":878,"citationCount":18,"citationInfo":18,"publishDate":911,"publishYear":912,"citationAnalyzeStatus":17,"lastCitationAnalyze":18,"indexDatabases":18,"openAccess":18,"references":18,"isForceReanalyzing":241},"47b63af5-0750-4dba-98a4-4c703f661025","2024-01-14T15:14:26.527+00:00","2025-01-09T23:58:01.782+00:00",[],"Numerical-evaluation-of-the-non-linear-behaviour-of-cracked-RC-members-under-variable-amplitude-cyclic-loading",{"references":827,"abstract":829,"title":831,"doi":833},{"VOID":828},"Balázs GL (1991) Fatigue of bond. ACI Mater J 88(6):620–629\nBalázs GL (1998) Bond under repeated loading—ACI Special Publication SP180-06\nCEB (1993) CEB-FIP Model Code 1990. Thomas Telford, London\nCEB (1995) High performance concrete—Recommended extensions to the Model Code 90—Research needs. CEB Bulletin 228\nCEB (1996) RC elements under cyclic loading. State of the art report. Thomas Telford, London\nCiampi V, Eligehausen R, Bertero VV, Popov EP (1981) Analytical model for deformed bar bond under generalized excitations. Paper presented at the IABSE Colloquium—advanced mechanics in reinforced concrete, Delft\nCorres H, Pérez A (2010) SLS of cracking according to EC2. Justification of the present rules and new developments. Paper presented at the design of concrete structures using EN 1992-1-1: first international workshop, Prague, 16–17 Sep 2010\nCreazza G, Marco R (1993) Bending moment-mean curvature relationship with constant axial load in the presence of tension stiffening. Mater Struct 26(4):196–206\nDe Borst R (1987) Smeared cracking, plasticity, creep, and thermal loading: a unified approach. Comput Methods Appl Mech Eng 62(1):89–110\nDelgado R, Calçada R, Goicolea JM, Gabaldon F (2008) Dynamics of high-speed railway bridges, selected and revised papers from the advanced course on “dynamics of high-speed railway bridges”, Taylor and Francis, Porto, 20–23 Sep 2005\nEdwards AD, Yannopoulos PJ (1978) Local bond-stress-slip relationships under repeated loading. Mag Concr Res 30(103):62–72\nEligehausen R, Popov P, Bertero V (1983) Local bond stress-slip relationship of deformed bars under generalized excitations. UCB\u002FEERC, Berkeley\nFarra B (1995) Influence of concrete strength and rebar-concrete bond action in terms of cracking. PhD Thesis, École Polytechnique Fédérale de Lausanne, Lausanne (in French)\nfib (2000) Bond of reinforcement in concrete. State-of-art report. Fédération internationale du béton, Lausanne\nGhali A, Favre R, Elbadry M (2002) Concrete structures: stresses and deformations, 3rd edn. Spon Press, London\nGylltoft K (1984) A fracture mechanics model for fatigue in concrete. Mater Struct 17(97):55–58\nHordijk DA (1991) Local approach to fatigue of concrete. PhD Thesis, Delft University of Technology, The Netherlands\nHuang Z, Engstrom B, Magnusson J (1996) Experimental and analytical studies of the bond behaviour of deformed bars in high strength concrete. Paper presented at the 4th international symposium on utilization of high-strength\u002Fhigh-performance concrete, Paris\nJaccoud J-P (1987) Minimum reinforcement area to control cracking in concrete structures. PhD Thesis, École Polytechnique Fédérale de Lausanne, Lausanne (in French)\nKankam CK (1997) Relationship of bond stress, steel stress, and slip in reinforced concrete. J Struct Eng 123(1):79–85\nKonig G, Bergner H, Grimm R, Held M, Remmel G, Simsch G (1994) High-strength concrete - Part 2: design and construction, Issue 438. Deutscher Ausschuss fur Stahlbeton, Berlin (in German)\nLaurencet P (1999) Prestressing and reinforcement to control residual crack openings. PhD Thesis, École Polytechnique Fédérale de Lausanne, Lausanne (in French)\nLaurencet P, Jaccoud J-P, Favre R (1999) Cracking of prestressed concrete structures: modelling, validation and interpretation. Mater Struct 32(5):360–369 (in French)\nMaeck J, Wahab MA, Peeters B, De Roeck G, De Visscher J, De Wilde WP, Ndambi J-M, Vantomme J (2000) Damage identification in reinforced concrete structures by dynamic stiffness determination. Eng Struct 22(10):1339–1349\nMorita S, Kaku T (1973) Local bond stress-slip relationship under repeated loading. Paper presented at the IABSE symposium—resistance and ultimate deformability of structures acted on by well defined repeated loads, LNEC: Lisbon\nNavarro MG (2000) Concrete cracking in the deck slabs of steel-concrete composite bridges. PhD Thesis, École Polytechnique Fédérale de Lausanne, Lausanne\nNavarro MG, Lebet J-P (2001) Concrete cracking in composite bridges: tests, models and design proposals. Struct Eng Int 3:184–190\nNeild SA, Williams MS, McFadden PD (2002) Non-linear behaviour of reinforced concrete beams under low-amplitude cyclic and vibration loads. Eng Struct 24(6):707–718\nNeild SA, Williams MS, McFadden PD (2003) Nonlinear vibration characteristics of damaged concrete beams. J Struct Eng 129(2):260–268\nNilson AH (1972) Internal measurement of bond slip. ACI J 69(7):439–441\nNoh SY, Kratzig WB, Meskouris K (2003) Numerical simulation of serviceability, damage evolution and failure of reinforced concrete shells. Comput Struct 81(2003):843–857\nOh BH, Kim SH (2007) Realistic models for local bond stress-slip of reinforced concrete under repeated loading. J Struct Eng 133(2):216–224\nPochanart S, Harmon T (1989) Bond-slip model for generalized excitations including fatigue. ACI Mater J 86(5):465–474\nRehm G, Eligehausen R (1979) Bond of ribbed bars under high cycle repeated loads. ACI J 76(2):297–309\nReinhardt HW, Cornelissen HA, Hordijk DA (1986) Tensile tests and failure analysis of concrete. J Struct Eng 112(11):2462–2477\nRILEM Committee 36 RDL (1984) Long term random dynamic loading of concrete structures. Mater Struct 17(1):1–28\nRotilio J-D (1998) Contribution of variable actions for long-term deformations of concrete bridges. PhD Thesis, École Polytechnique Fédérale de Lausanne, Lausanne (in French)\nRots JG, Nauta P, Kusters GM, Blaauwendraad J (1985) Smeared crack approach and fracture localization in concrete. Heron 30(1):1–48\nRuiz MF, Muttoni A, Gambarova PG (2007) Analytical modeling of the pre- and postyield behavior of bond in reinforced concrete. J Struct Eng 133(10):1364–1372\nSousa CF (2012) Analysis of cyclic and long-term effects in continuous precast railway bridge decks. PhD Thesis, Faculty of Engineering of the University of Porto, Porto\nTassios TP (1979) Properties of bond between concrete and steel under load cycles idealizing seismic actions. In: CEB (ed) CEB Bulletin d’information n° 131—Structural concrete under seismic actions, vol 1: State of the art reports\nTassios TP, Yannopoulos PJ (1981) Analytical studies on reinforced concrete members under cyclic loading based on bond stress-slip relationships. J Am Concr Inst 78(3):206–216\nViwathanatepa S, Popov EP, Bertero VV (1979) Effects of generalized loadings on bond of reinforcing bars embedded in confined concrete blocks. UCB\u002FEERC, Berkeley\nWalraven JC (1999) Tension stiffening. In: Structural concrete: textbook on behaviour, design and performance—Updated knowledge of the CEB\u002FFIP Model Code 1990, vol 1. fédération internationale du béton\nYankelevsky DZ, Reinhardt HW (1989) Uniaxial behavior of concrete in cyclic tension. J Struct Eng 115(1):166–182\nZanuy C, Albajar L, Fuente P (2009) Sectional analysis of concrete structures under fatigue loading. ACI Struct J 106(5):667–677\nZanuy C, Albajar L, Fuente P (2010) On the cracking behaviour of the reinforced concrete tension chord under repeated loading. Mater Struct 43(5):611–632\nZanuy C, Fuente P, Albajar L (2007) Effect of fatigue degradation of the compression zone of concrete in reinforced concrete sections. Eng Struct 29(11):2908–2920\nZanuy C, Maya LF, Albajar L, Fuente P (2011) Transverse fatigue behaviour of lightly reinforced concrete bridge decks. Eng Struct 33(10):2839–2849",{"EN":830},"\nThe accurate calculation of the non-linear behaviour of reinforced concrete (RC) members under cyclic loading requires that realistic constitutive models are employed to describe the material responses and robust numerical methods are used to achieve the solution. Given the complex nature of the mechanical behaviour of RC members after cracking, widely accepted numerical methods are still not available to predict the service-life performance of structures subjected to important cyclic loads. This paper discusses the adequacy of available constitutive models, in the context of the numerical calculations envisaged in this work. Then, the adopted numerical methodology is described. The specificities of small reloading steps and related convergence difficulties are discussed in detail and a strategy is introduced to overcome such difficulties. The validity of the presented methodology is confirmed by comparing the numerical predictions against experimental results reported in the bibliography. The variability of the calculation results is also addressed. It can be concluded that the proposed numerical procedure provides a good description of the mechanical behaviour of cracked RC members upon unloading and reloading steps.",{"EN":832},"Numerical evaluation of the non-linear behaviour of cracked RC members under variable-amplitude cyclic loading",{"VOID":834},"10.1617\u002Fs11527-014-0356-x","https:\u002F\u002Flink.springer.com\u002Farticle\u002F10.1617\u002Fs11527-014-0356-x",[837,854,866],{"id":838,"sortIndex":189,"researcher":18,"roles":839,"affiliations":840,"properties":851},"0a5a7708-f193-427c-80cd-a5a953d676da",[152],[841],{"id":18,"sortIndex":19,"affiliation":842,"properties":18},{"id":843,"createTime":844,"updateTime":845,"relativeEntities":846,"slug":847,"properties":848,"entityType":63,"verifyStatus":17,"verifyTime":18,"verifyNote":18,"syncStatus":17,"languages":18,"translateLanguages":18,"viewCount":19},"a53180e3-e233-4605-bd9c-2a64bcdbcd85","2024-01-14T15:14:26.559+00:00","2025-01-05T12:38:33.226+00:00",[],"University-of-Porto-Faculty-of-Engineering-Porto-Portugal",{"title":849},{"VI":850},"University of Porto—Faculty of Engineering, Porto, Portugal",{"title":852},{"VI":853},"Afonso Serra Neves",{"id":855,"sortIndex":120,"researcher":18,"roles":856,"affiliations":857,"properties":863},"9e34c706-1d68-4e2a-8554-6f7ba4448ae1",[152],[858],{"id":18,"sortIndex":19,"affiliation":859,"properties":18},{"id":843,"createTime":844,"updateTime":845,"relativeEntities":860,"slug":847,"properties":861,"entityType":63,"verifyStatus":17,"verifyTime":18,"verifyNote":18,"syncStatus":17,"languages":18,"translateLanguages":18,"viewCount":19},[],{"title":862},{"VI":850},{"title":864},{"VI":865},"Rui Calçada",{"id":867,"sortIndex":19,"researcher":18,"roles":868,"affiliations":869,"properties":875},"86c07aed-cef5-419e-a112-028dd56a6a40",[152],[870],{"id":18,"sortIndex":19,"affiliation":871,"properties":18},{"id":843,"createTime":844,"updateTime":845,"relativeEntities":872,"slug":847,"properties":873,"entityType":63,"verifyStatus":17,"verifyTime":18,"verifyNote":18,"syncStatus":17,"languages":18,"translateLanguages":18,"viewCount":19},[],{"title":874},{"VI":850},{"title":876},{"VI":877},"Carlos Sousa",{"url":835,"publisher":879,"properties":906},{"id":6,"createTime":7,"updateTime":8,"relativeEntities":880,"slug":10,"properties":881,"entityType":16,"verifyStatus":17,"verifyTime":18,"verifyNote":18,"syncStatus":17,"languages":18,"translateLanguages":18,"viewCount":19,"subjectFields":884,"manageAffiliations":885,"indexDatabases":886,"url":18,"thumbnailPath":18,"statistic":901,"gsStatistic":18,"type":124,"analyzePriority":18},[],{"issn":882,"title":883},{"VOID":13},{"EN":15},[],[],[887,894],{"id":98,"indexDatabase":888,"url":111,"indexYears":112,"academicFieldIds":893,"indexDatabaseRanking":18},{"id":100,"createTime":101,"updateTime":102,"relativeEntities":889,"label":890,"description":891,"key":108,"publicationTags":892,"standard":18},[],{"EN":105,"VI":105},{"EN":105,"VI":107},[110],[114,115,116,117],{"id":78,"indexDatabase":895,"url":18,"indexYears":18,"academicFieldIds":900,"indexDatabaseRanking":18},{"id":80,"createTime":81,"updateTime":82,"relativeEntities":896,"label":897,"description":898,"key":89,"publicationTags":899,"standard":18},[],{"EN":85,"VI":85},{"VI":87,"EN":88},[91,92],[94,95,96],{"impactFactor":19,"impactFactorByYear":902,"i10Index":19,"i10IndexLast5Year":19,"totalPublication":120,"totalPublicationByYear":903,"totalCitation":19,"totalCitationByYear":904,"totalCitationPerPublication":19,"totalCitationPerPublicationByYear":905,"hindexLast5Year":19,"hindex":19},{},{"1981":120},{},{},{"volume":907,"pages":909},{"VOID":908},"48",{"VOID":910},"2815-2838","2014-06-11",2014,{"id":914,"createTime":915,"updateTime":915,"relativeEntities":916,"slug":18,"properties":917,"entityType":144,"verifyStatus":17,"verifyTime":18,"verifyNote":18,"syncStatus":17,"languages":18,"translateLanguages":18,"viewCount":19,"primaryUrl":926,"fullTextUrl":18,"authors":927,"publicationType":205,"publisherRelationship":979,"citationCount":18,"citationInfo":18,"publishDate":1012,"publishYear":1013,"citationAnalyzeStatus":17,"lastCitationAnalyze":18,"indexDatabases":18,"openAccess":18,"references":18,"isForceReanalyzing":241},"523b26b0-3e37-45d2-bdef-18861475c0e9","2023-12-12T23:57:36.033+00:00",[],{"references":918,"abstract":920,"title":922,"doi":924},{"VOID":919},"ACI 318 (2005) Building code requirements for structural concrete and commentary. American Concrete Institute 1995, Farmington Hills, Michigan\nIS 456 (2000) Code of practice for design of plain and reinforced concrete structures. Bureau of Indian Standards, New Delhi\nEN 1992 (2003) Design of concrete structures-part 1.1: general rules and rules for buildings. European Standards\nShehata IAEM, Shehata LCD, Garcia SLG (2003) Minimum steel ratio in RC beams made of concrete with different strength–theoretical approach. Mater Struct 36:03–11\nCarpinteri A (1984) Stability of fracturing process in RC beams. ASCE Struct J 110(3): 544–558\nBosco C, Carpinteri A, Debernardi PG (1991) Use of brittleness number as a rational approach to minimum reinforcement design. RILEM workshop on Analysis of Concrete Structures by Fracture Mechanics, Sweden, pp 133–151\nHillerborg A (1990) Fracture mechanics concepts applied to moment capacity and rotational capacity of reinforced concrete beams. Eng Fract Mech 35(1\u002F2\u002F3):233–240\nBosco C, Carpinteri A, Debernardi PG (1990) Minimum reinforcement in high strength concrete. J Struct Eng—ASCE 116(02): 427–437\nBosco C, Carpenteri A, Debernardi PG (1990) Fracture of reinforced concrete; scale effects and snap–back instability. Eng Fract Mech 35(4\u002F5): 665–677\nBaluch MH, Azad AK, Ashmawi W (1992) Fracture mechanics application to reinforced concrete members in flexure. In: International Workshop on application of fracture mechanics to reinforced concrete, Italy, pp 413–436\nGerstle WH, Dey PP, Prasad NNV, Rahulkumar P, Xie M (1992) Crack growth in flexural members—a fracture mechanics approach. ACI Struct J, 89(6):617–62\nIS 4031-1968: Test methods for ordinary portland cement. Bureau of Indian Standards, New Delhi\nIS 2386-1963: Methods of test for aggregates for concrete. Bureau of Indian Standards, New Delhi\nIS 10262-1999: Recommended guidelines for concrete mix design. Bureau of Indian Standards, New Delhi\nIS 1786-1985: Specification for high strength deformed steel bars and wires for concrete reinforcement. Bureau of Indian standards, New Delhi",{"EN":921},"Some experimental investigations on ductility and prediction of minimum flexural reinforcement in reinforced concrete (RC) beams are reported. The minimum flexural reinforcement was evaluated using optimum ductility in RC beams. Beams of size 100 mm, 200 mm and 400 mm were tested, which were designed with varying percentages of flexural reinforcement i.e. 0.15, 0.30, 0.60 and 1.0. The beams were tested under four-point loading to study the flexural behaviour under uniform bending moment. The experimentally obtained average compressive strength of concrete was 30 MPa. The influence of beam size (depth) on cracking and normalised ultimate flexural strength, ductility and overall average rotation has been studied. The cracking in RC beams is complex phenomenon in small size beams, while the cracking strength decreases as the depth increases beyond 200 mm. The flexural strength of RC beams, from the present study, appears to decrease as the depth increases. The ductility of RC beams increases as the percentage of flexural reinforcement increases. The ductility number has been derived from dimensional analysis using fracture mechanics principles. The ductility of RC beams decreases as the depth of beams increases. An optimum percentage of flexural reinforcement has been established using optimum ductility number, Np, which is equal to 0.20. The minimum flexural reinforcement was found to decrease as the beam depth increases, and decreases as the yield strength of reinforcement increases.",{"EN":923},"Studies on ductility and evaluation of minimum flexural reinforcement in RC beams",{"VOID":925},"10.1617\u002Fs11527-007-9280-7","http:\u002F\u002Flink.springer.com\u002F10.1617\u002Fs11527-007-9280-7",[928,955,967],{"id":929,"sortIndex":19,"researcher":18,"roles":930,"affiliations":931,"properties":952},"d00f0067-f497-46b9-8dac-83cdf1fe5c04",[152],[932,942],{"id":933,"sortIndex":120,"affiliation":934,"properties":941},"bc4cbc35-6162-4574-a4ef-d7c3dccc6275",{"id":935,"createTime":936,"updateTime":936,"relativeEntities":937,"slug":18,"properties":938,"entityType":63,"verifyStatus":17,"verifyTime":18,"verifyNote":18,"syncStatus":17,"languages":18,"translateLanguages":18,"viewCount":19},"c6b0eba6-717e-418c-8200-9f32fdb6636a","2023-12-12T23:57:36.135+00:00",[],{"title":939},{"VI":940},"IWB, University of Stuttgart, Stuttgart, Germany",{},{"id":18,"sortIndex":19,"affiliation":943,"properties":18},{"id":944,"createTime":945,"updateTime":946,"relativeEntities":947,"slug":948,"properties":949,"entityType":63,"verifyStatus":17,"verifyTime":18,"verifyNote":18,"syncStatus":17,"languages":18,"translateLanguages":18,"viewCount":19},"4b85b378-354c-4118-80e1-65853607ac78","2023-12-20T02:16:52.895+00:00","2024-12-12T20:33:11.658+00:00",[],"Department-of-Civil-Engineering-Indian-Institute-of-Technology-Madras-Chennai-India",{"title":950},{"VI":951},"Department of Civil Engineering, Indian Institute of Technology Madras, Chennai, India",{"title":953},{"VI":954},"Gangolu Appa Rao",{"id":956,"sortIndex":120,"researcher":18,"roles":957,"affiliations":958,"properties":964},"91fab5dc-09df-424c-8420-c57787146e7c",[152],[959],{"id":18,"sortIndex":19,"affiliation":960,"properties":18},{"id":944,"createTime":945,"updateTime":946,"relativeEntities":961,"slug":948,"properties":962,"entityType":63,"verifyStatus":17,"verifyTime":18,"verifyNote":18,"syncStatus":17,"languages":18,"translateLanguages":18,"viewCount":19},[],{"title":963},{"VI":951},{"title":965},{"VI":966},"Indupalli Vijayanand",{"id":968,"sortIndex":189,"researcher":18,"roles":969,"affiliations":970,"properties":976},"41586b38-ea2e-4b20-88e8-cf08624652a4",[152],[971],{"id":18,"sortIndex":19,"affiliation":972,"properties":18},{"id":935,"createTime":936,"updateTime":936,"relativeEntities":973,"slug":18,"properties":974,"entityType":63,"verifyStatus":17,"verifyTime":18,"verifyNote":18,"syncStatus":17,"languages":18,"translateLanguages":18,"viewCount":19},[],{"title":975},{"VI":940},{"title":977},{"VI":978},"Rolf Eligehausen",{"url":926,"publisher":980,"properties":1007},{"id":6,"createTime":7,"updateTime":8,"relativeEntities":981,"slug":10,"properties":982,"entityType":16,"verifyStatus":17,"verifyTime":18,"verifyNote":18,"syncStatus":17,"languages":18,"translateLanguages":18,"viewCount":19,"subjectFields":985,"manageAffiliations":986,"indexDatabases":987,"url":18,"thumbnailPath":18,"statistic":1002,"gsStatistic":18,"type":124,"analyzePriority":18},[],{"issn":983,"title":984},{"VOID":13},{"EN":15},[],[],[988,995],{"id":98,"indexDatabase":989,"url":111,"indexYears":112,"academicFieldIds":994,"indexDatabaseRanking":18},{"id":100,"createTime":101,"updateTime":102,"relativeEntities":990,"label":991,"description":992,"key":108,"publicationTags":993,"standard":18},[],{"EN":105,"VI":105},{"EN":105,"VI":107},[110],[114,115,116,117],{"id":78,"indexDatabase":996,"url":18,"indexYears":18,"academicFieldIds":1001,"indexDatabaseRanking":18},{"id":80,"createTime":81,"updateTime":82,"relativeEntities":997,"label":998,"description":999,"key":89,"publicationTags":1000,"standard":18},[],{"EN":85,"VI":85},{"VI":87,"EN":88},[91,92],[94,95,96],{"impactFactor":19,"impactFactorByYear":1003,"i10Index":19,"i10IndexLast5Year":19,"totalPublication":120,"totalPublicationByYear":1004,"totalCitation":19,"totalCitationByYear":1005,"totalCitationPerPublication":19,"totalCitationPerPublicationByYear":1006,"hindexLast5Year":19,"hindex":19},{},{"1981":120},{},{},{"volume":1008,"pages":1010},{"VOID":1009},"41",{"VOID":1011},"759-771","2007-07-20",2007,{"id":1015,"createTime":1016,"updateTime":1017,"relativeEntities":1018,"slug":1019,"properties":1020,"entityType":144,"verifyStatus":145,"verifyTime":1017,"verifyNote":146,"syncStatus":17,"languages":18,"translateLanguages":18,"viewCount":19,"primaryUrl":1029,"fullTextUrl":18,"authors":1030,"publicationType":205,"publisherRelationship":1075,"citationCount":18,"citationInfo":18,"publishDate":1108,"publishYear":1109,"citationAnalyzeStatus":17,"lastCitationAnalyze":18,"indexDatabases":18,"openAccess":18,"references":18,"isForceReanalyzing":241},"9d670774-59fb-414a-9fc2-6387a674b545","2024-01-09T04:56:29.509+00:00","2025-01-21T23:57:20.245+00:00",[],"Flexural-bond-strength-of-masonry-using-various-blocks-and-mortars",{"references":1021,"abstract":1023,"title":1025,"doi":1027},{"VOID":1022},"Venkatarama Reddy, B.V., ‘Studies on static soil compaction and compacted soil-cement blocks for walls’, Ph.D. thesis (Dept. of Civil Engineering, Indian Institute of Science, Bangalore, India, April 1991).\nIS: 3495, ‘Indian standard code of practice for methods of tests for burnt clay building bricks’ (Bureau of Indian Standards, 1976).\nAS CA47, ‘Australian code of masonry’, Australia, 1969.\nBS 5628, ‘Code of practice for structural use of masonry, Part 1. Unreinforced masonry’ (British Standards Institution, 1978).\nASTM E518, ‘Standard test methods for flexural bond strength of masonry’ (American Society of Testing and Materials, 1980).\nASTM C1072, ‘Standard method for measurement of masonry flexural bond strength’ (American Society of Testing and Materials, 1986).\nVenu Madhava Rao, K., ‘Some studies on flexural and compressive strength of masonry’, M. Sc (Engg.) thesis (Dept. of Civil Engineering, Indian Institute of Science, Bangalore, India, 1993).\nSinha, B.P., ‘Model studies related to load bearing brick work’, PhD Thesis (University of Edinburgh, 1967).",{"EN":1024},"This paper deals with an experimental study on flexural bond strength of masonry using various blocks in combination with different mortars. Flexural bond strength of masonry has been determined by testing stack-bonded prisms using a modified bond wrench test set-up. The effect of mortar composition and strength on the masonry's flexural bond strength using three types of masonry units (stabilized mud blocks, stabilized soil-sand blocks and burnt brick) has been examined. The effect of the masonry unit's moisture content on flexural bond strength has also been studied. Increases in mortar strength lead to increased flexural bond strength for cement mortar, irrespective of the type of masonry unit. It has been found that combination mortars, such as soil-cement mortar and cement-lime mortar, lead to better bond strength compared to cement mortars. The moisture content of the masonry unit at the time of casting has displayed significant influence on the flexural bond strength of the masonry. It has been found that for each type of masonry unit, an optimum moisture content exists, beyond which the flexural bond strength falls off quickly.",{"EN":1026},"Flexural bond strength of masonry using various blocks and mortars",{"VOID":1028},"10.1007\u002FBF02486202","https:\u002F\u002Flink.springer.com\u002Farticle\u002F10.1007\u002FBF02486202",[1031,1048,1063],{"id":1032,"sortIndex":189,"researcher":18,"roles":1033,"affiliations":1034,"properties":1045},"5fcce0c9-b34d-49a2-9b86-b1af12f2a182",[152],[1035],{"id":18,"sortIndex":19,"affiliation":1036,"properties":18},{"id":1037,"createTime":1038,"updateTime":1039,"relativeEntities":1040,"slug":1041,"properties":1042,"entityType":63,"verifyStatus":17,"verifyTime":18,"verifyNote":18,"syncStatus":17,"languages":18,"translateLanguages":18,"viewCount":19},"c9436b36-9569-4bd6-9b38-6217d12d1c7e","2024-01-21T14:41:05.971+00:00","2024-12-04T18:59:25.387+00:00",[],"Department-of-Civil-Engineering-Indian-Institute-of-Science-Bangalore-India",{"title":1043},{"VI":1044},"Department of Civil Engineering, Indian Institute of Science, Bangalore, India",{"title":1046},{"VI":1047},"K. S. Jagadish",{"id":1049,"sortIndex":120,"researcher":18,"roles":1050,"affiliations":1051,"properties":1060},"24b03c15-9b8b-4c6f-b797-ede54ad79577",[152],[1052],{"id":18,"sortIndex":19,"affiliation":1053,"properties":18},{"id":1054,"createTime":1055,"updateTime":1055,"relativeEntities":1056,"slug":18,"properties":1057,"entityType":63,"verifyStatus":17,"verifyTime":18,"verifyNote":18,"syncStatus":17,"languages":18,"translateLanguages":18,"viewCount":19},"52690ea6-287b-43b5-8082-4228f89b21a9","2024-01-09T04:56:29.592+00:00",[],{"title":1058},{"VI":1059},"Centre for Application of Science & Technology to Rural Areas, Indian Institute of Science, Bangalore, India",{"title":1061},{"VI":1062},"B. V. Venkatarama Reddy",{"id":1064,"sortIndex":19,"researcher":18,"roles":1065,"affiliations":1066,"properties":1072},"87925374-fa69-4fc8-a322-d22ff7488cc0",[152],[1067],{"id":18,"sortIndex":19,"affiliation":1068,"properties":18},{"id":1037,"createTime":1038,"updateTime":1039,"relativeEntities":1069,"slug":1041,"properties":1070,"entityType":63,"verifyStatus":17,"verifyTime":18,"verifyNote":18,"syncStatus":17,"languages":18,"translateLanguages":18,"viewCount":19},[],{"title":1071},{"VI":1044},{"title":1073},{"VI":1074},"K. Venu Madhava Rao",{"url":1029,"publisher":1076,"properties":1103},{"id":6,"createTime":7,"updateTime":8,"relativeEntities":1077,"slug":10,"properties":1078,"entityType":16,"verifyStatus":17,"verifyTime":18,"verifyNote":18,"syncStatus":17,"languages":18,"translateLanguages":18,"viewCount":19,"subjectFields":1081,"manageAffiliations":1082,"indexDatabases":1083,"url":18,"thumbnailPath":18,"statistic":1098,"gsStatistic":18,"type":124,"analyzePriority":18},[],{"issn":1079,"title":1080},{"VOID":13},{"EN":15},[],[],[1084,1091],{"id":98,"indexDatabase":1085,"url":111,"indexYears":112,"academicFieldIds":1090,"indexDatabaseRanking":18},{"id":100,"createTime":101,"updateTime":102,"relativeEntities":1086,"label":1087,"description":1088,"key":108,"publicationTags":1089,"standard":18},[],{"EN":105,"VI":105},{"EN":105,"VI":107},[110],[114,115,116,117],{"id":78,"indexDatabase":1092,"url":18,"indexYears":18,"academicFieldIds":1097,"indexDatabaseRanking":18},{"id":80,"createTime":81,"updateTime":82,"relativeEntities":1093,"label":1094,"description":1095,"key":89,"publicationTags":1096,"standard":18},[],{"EN":85,"VI":85},{"VI":87,"EN":88},[91,92],[94,95,96],{"impactFactor":19,"impactFactorByYear":1099,"i10Index":19,"i10IndexLast5Year":19,"totalPublication":120,"totalPublicationByYear":1100,"totalCitation":19,"totalCitationByYear":1101,"totalCitationPerPublication":19,"totalCitationPerPublicationByYear":1102,"hindexLast5Year":19,"hindex":19},{},{"1981":120},{},{},{"volume":1104,"pages":1106},{"VOID":1105},"29",{"VOID":1107},"119-124","1996-03-01",1996,{"id":1111,"createTime":1112,"updateTime":1113,"relativeEntities":1114,"slug":1115,"properties":1116,"entityType":144,"verifyStatus":145,"verifyTime":1125,"verifyNote":146,"syncStatus":17,"languages":18,"translateLanguages":18,"viewCount":19,"primaryUrl":1126,"fullTextUrl":18,"authors":1127,"publicationType":205,"publisherRelationship":1177,"citationCount":18,"citationInfo":18,"publishDate":1209,"publishYear":334,"citationAnalyzeStatus":17,"lastCitationAnalyze":18,"indexDatabases":18,"openAccess":18,"references":18,"isForceReanalyzing":241},"dd045dd0-c125-4e84-9dec-89f532fdd332","2023-12-13T05:07:39.994+00:00","2025-01-18T23:56:48.743+00:00",[],"The-influence-of-the-chemical-composition-of-hydrogels-on-their-behavior-in-cementitious-materials",{"references":1117,"abstract":1119,"title":1121,"doi":1123},{"VOID":1118},"Snoeck D, Jensen OM, De Belie N (2015) The influence of superabsorbent polymers on the autogenous shrinkage properties of cement pastes with supplementary cementitious materials. Cem Concr Res 74:59–67. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconres.2015.03.020\nde Sensale GR, Goncalves AF (2014) Effects of fine LWA and SAP as internal water curing agents. Int J Concr Struct Mater 8:229–238. https:\u002F\u002Fdoi.org\u002F10.1007\u002Fs40069-014-0076-1\nJensen OM, Hansen PF (2002) Water-entrained cement-based materials II. Experimental observations. Cem Concr Res 32:973–978 https:\u002F\u002Fdoi.org\u002F10.1016\u002FS0008-8846(02)00737-8\nKovler K, Jensen OM (2007) Internal curing of concrete, state-of-the-art report of RILEM technical committee 196-ICC\nSchröfl C, Mechtcherine V, Gorges M (2012) Relation between the molecular structure and the efficiency of superabsorbent polymers (SAP) as concrete admixture to mitigate autogenous shrinkage. Cem Concr Res 42:865–873. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconres.2012.03.011\nLura P, Jensen OM, Weiss WJ (2009) Cracking in cement paste induced by autogenous shrinkage 1089–1099. https:\u002F\u002Fdoi.org\u002F10.1617\u002Fs11527-008-9445-z\nHossain AB, Weiss J (2004) Assessing residual stress development and stress relaxation in restrained concrete ring specimens 26:531–540.https:\u002F\u002Fdoi.org\u002F10.1016\u002FS0958-9465(03)00069-6\nMechtcherine V, Gorges M, Schroefl C, Assmann A, Brameshuber W, Ribeiro AB, Cusson D, Custodio J, da Silva EF, Ichimiya K, Igarashi S, Klemm A, Kovler K, Lopez AND, Lura P, Nguyen T, Reinhardt HW, Toledo RD, Weiss J, Wyrzykowski M, Ye G, Zhutovsky S(2014) Effect of internal curing by using superabsorbent polymers (SAP) on autogenous shrinkage and other properties of a high-performance fine-grained concrete: results of a RILEM round-robin test. Mater Struct 541–562. https:\u002F\u002Fdoi.org\u002F10.1617\u002Fs11527-013-0078-5\nJensen OM, Hansen PF (2001) Water-entrained cement-based materials I . Principles and theoretical background. Cem Concr Res 31:647–654\nLura P, Jensen OM, van Breugel K (2003) Autogenous shrinkage in high-performance cement paste: An evaluation of basic mechanisms. Cem Concr Res 33:223–232. https:\u002F\u002Fdoi.org\u002F10.1016\u002FS0008-8846(02)00890-6\nWang K, Jansen DC, Shah SP, Karr AF (1997) Permeability study of cracked concrete. Cem Concr Res 27:381–393\nBeushausen H, Gillmer M, Alexander M (2014) The influence of superabsorbent polymers on strength and durability properties of blended cement mortars. Cem Concr Compos 52:73–80. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconcomp.2014.03.008\nHasholt MT, Jensen OM (2015) Chloride migration in concrete with superabsorbent polymers. Cem Concr Compos 55:290–297. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconcomp.2014.09.023\nMechtcherine V, Secrieru E, Schröfl C (2015) Effect of superabsorbent polymers (SAPs) on rheological properties of fresh cement-based mortars—Development of yield stress and plastic viscosity over time. Cem Concr Res 67:52–65. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconres.2014.07.003\nSnoeck D, Schaubroeck D, Dubruel P, De Belie N (2014) Effect of high amounts of superabsorbent polymers and additional water on the workability, microstructure and strength of mortars with a water-to-cement ratio of 0.50. Constr Build Mater 72:148–157. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2014.09.012\nMontanari L, Suraneni P, Weiss WJ (2017) Accounting for water stored in superabsorbent polymers in increasing the degree of hydration and reducing the shrinkage of internally cured cementitious mixtures. Adv Civ Eng Mater 6:20170098. https:\u002F\u002Fdoi.org\u002F10.1520\u002FACEM20170098\nKrafcik MJ, Erk KA (2016) Characterization of superabsorbent poly (sodium-acrylate acrylamide) hydrogels and influence of chemical structure on internally cured mortar. Mater Struct 49:4765–4778. https:\u002F\u002Fdoi.org\u002F10.1617\u002Fs11527-016-0823-7\nSoliman AM, Nehdi ML (2011) Effect of drying conditions on autogenous shrinkage in ultra-high performance concrete at early-age. Mater Struct 44:879–899. https:\u002F\u002Fdoi.org\u002F10.1617\u002Fs11527-010-9670-0\nCusson D, Hoogeveen T (2008) Internal curing of high-performance concrete with pre-soaked fine lightweight aggregate for prevention of autogenous shrinkage cracking. Cem Concr Res 38:757–765. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconres.2008.02.001\nŞahmaran M, Lachemi M, Hossain KMA, Li VC (2009) Internal curing of engineered cementitious composites for prevention of early age autogenous shrinkage cracking. Cem Concr Res 39:893–901. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconres.2009.07.006\nBentur A, Igarashi S, Kovler K (2001) Prevention of autogenous shrinkage in high-strength concrete by internal curing using wet lightweight aggregates. Cem Concr Res 31:1587–1591. https:\u002F\u002Fdoi.org\u002F10.1016\u002FS0008-8846(01)00608-1\nMechtcherine V, Reinhardt H-W (2012) Application of Super Absorbent Polymers (SAP) in concrete construction, Springer\nJensen OM, Lura P (2006) Techniques and materials for internal water curing of concrete. Mater Struct Constr 39:817–825. https:\u002F\u002Fdoi.org\u002F10.1617\u002Fs11527-006-9136-6\nHasholt MT, Jensen OM, Kovler K, Zhutovsky S (2012) Can superabsorent polymers mitigate autogenous shrinkage of internally cured concrete without compromising the strength? Constr Build Mater 31:226–230. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2011.12.062\nLura P, Durand F, Loukili A, Kovler K (2006) Compressive strength of cement pastes and mortars with superabsorbent polymers. In: Int. RILEM Conf. Vol. Chang. Hardening Concr. Test. Mitig. 20–23 August, 2006: pp 117–125. https:\u002F\u002Fdoi.org\u002F10.1617\u002F2351580052.013\nIgarashi S, Watanabe A, Jensen OM, Lura P, Kovler K (2006) Experimental study on prevention of autogenous deformation by internal curing using super-absorbent polymer particles. In: Jensen OM, Lura P, Kovler K (eds) RILEM Publications, Gabneus (France), 2006: pp 77–86. https:\u002F\u002Fdoi.org\u002F10.1617\u002F2351580052.009\nMönnig S, Lura P (2007) Superabsorbent polymers—an additive to increase the freeze-thaw resistance of high strength concrete. Adv Constr Mater 351–358. https:\u002F\u002Fdoi.org\u002F10.1007\u002F978-3-540-72448-3_35\nSnoeck D, Steuperaert S, Van Tittelboom K, Dubruel P, De Belie N (2012) Visualization of water penetration in cementitious materials with superabsorbent polymers by means of neutron radiography. Cem Concr Res 42:1113–1121. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconres.2012.05.005\nLee HXD, Wong HS, Buenfeld NR (2016) Self-sealing of cracks in concrete using superabsorbent polymers. Cem Concr Res 79:194–208. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconres.2015.09.008\nMignon A, Graulus GJ, Snoeck D, Martins J, De Belie N, Dubruel P, Van Vlierberghe S (2014) pH-sensitive superabsorbent polymers: a potential candidate material for self-healing concrete. J Mater Sci 50:970–979. https:\u002F\u002Fdoi.org\u002F10.1007\u002Fs10853-014-8657-6\nPourjavadi A, Fakoorpoor SM, Hosseini P, Khaloo A (2013) Interactions between superabsorbent polymers and cement-based composites incorporating colloidal silica nanoparticles. Cem Concr Compos 37:196–204. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconcomp.2012.10.005\nFarzanian K, Pimenta Teixeira K, Perdiago Rocha I, De Sa Carneiro L, Ghahremaninezhad A (2016) The mechanical strength, degree of hydration, and electrical resistivity of cement pastes modified with superabsorbent polymers. Constr Build Mater 109:156–165. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2015.12.082\nWehbe Y, Ghahremaninezhad A (2017) Combined effect of shrinkage reducing admixtures (SRA) and superabsorbent polymers (SAP) on the autogenous shrinkage and properties of cementitious materials. Constr Build Mater 138:151–162. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2016.12.206\nHasholt MT, Jesperson MHS, Jensen OM (2010) Mechanical properties of concrete with SAP part I: Development of compressive strength. In: Jensen OM, Hasholt MT, Laustsen S (eds) Int. RILEM Publications SARL, RILEM Conf. Use Superabsorbent Polym. Other New Addit. Concr., pp 117–126\nEsteves LP (2011) Superabsorbent polymers: On their interaction with water and pore fluid. Cem Concr Compos 33:717–724. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconcomp.2011.04.006\nZhu Q, Barney CW, Erk KA (2015) Effect of ionic crosslinking on the swelling and mechanical response of model superabsorbent polymer hydrogels for internally cured concrete. Mater Struct 48:2261–2276. https:\u002F\u002Fdoi.org\u002F10.1617\u002Fs11527-014-0308-5\nHorkay F, Tasaki I, Basser PJ (2000) Osmotic swelling of polyacrylate hydrogels in physiological salt solutions. Biomacromol 1:84–90. https:\u002F\u002Fdoi.org\u002F10.1021\u002Fbm9905031\nSiriwatwechakul W, Siramanont J, Vichit-Vadakan W (2012) Behavior of superabsorbent polymers in calcium- and sodium-rich solutions. J Mater Civ Eng 24:976–980. https:\u002F\u002Fdoi.org\u002F10.1061\u002F(ASCE)MT.1943-5533.0000449\nFarzanian K, Ghahremaninezhad A (2018) On the effect of chemical composition on the desorption of superabsorbent hydrogels in contact with a porous cementitious material. Gels 4:70. https:\u002F\u002Fdoi.org\u002F10.1617\u002Fs11527-017-1068-9\nVafaei B, Farzanian K, Ghahremaninezhad A (2020) The influence of superabsorbent polymer on the properties of alkali-activated slag pastes. Constr Build Mater 236:117525. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2019.117525\nKrafcik MJ, Macke ND, Erk KA (2017) Improved concrete materials with hydrogel-based internal curing agents. Gels 3:46. https:\u002F\u002Fdoi.org\u002F10.3390\u002Fgels3040046\nKrafcik MJ, Bose B, Erk KA (2018) Synthesis and characterization of polymer-silica composite hydrogel particles and influence of hydrogel composition on cement paste microstructure. Adv Civ Eng Mater 7:590–613. https:\u002F\u002Fdoi.org\u002F10.1520\u002FACEM20170144\nSchroefl C, Mechtcherine V, Vontobel P, Hovind J, Lehmann E (2015) Sorption kinetics of superabsorbent polymers (SAPs) in fresh Portland cement-based pastes visualized and quantified by neutron radiography and correlated to the progress of cement hydration. Cem Concr Res 75:1–13. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconres.2015.05.001\nSnoeck D, Velasco LF, Mignon A, Van Vlierberghe S, Dubruel P, Lodewyckx P, De Belie N (2015) The effects of superabsorbent polymers on the microstructure of cementitious materials studied by means of sorption experiments. Cem Concr Res 77:26–35\nSnoeck D, Schaubroeck D, Dubruel P, De Belie N (2014) Effect of high amounts of superabsorbent polymers and additional water on the workability, microstructure and strength of mortars with a water-to-cement ratio of 0.50. Constr Build Mater 72:148–157\nSchröfl C, Snoeck D, Mechtcherine V (2017) A review of characterisation methods for superabsorbent polymer (SAP) samples to be used in cement-based construction materials: report of the RILEM TC 260-RSC. Mater Struct 50:197. https:\u002F\u002Fdoi.org\u002F10.1617\u002Fs11527-017-1060-4\nMechtcherine V, Snoeck D, Schröfl C, De Belie N, Klemm AJ, Ichimiya K, Moon J, Wyrzykowski M, Lura P, Toropovs N, Assmann A, Ichi Igarashi S, De La Varga I, Almeida FCR, Erk K, Ribeiro AB, Custódio J, Reinhardt HW, Falikman V (2018) Testing superabsorbent polymer (SAP) sorption properties prior to implementation in concrete: results of a RILEM Round-Robin Test. Mater Struct Constr 51. https:\u002F\u002Fdoi.org\u002F10.1617\u002Fs11527-018-1149-4\nKamali M, Ghahremaninezhad A (2017) An investigation into the influence of superabsorbent polymers on the properties of glass powder modified cement pastes. Constr Build Mater 149:236–247\nEsteves LP (2015) Recommended method for measurement of absorbency of superabsorbent polymers in cement-based materials. Mater Struct Constr 48:2397–2401. https:\u002F\u002Fdoi.org\u002F10.1617\u002Fs11527-014-0324-5\nAssmann A (2013) Physical properties of concrete modified with superabsorbent polymers, University of Stuttgart\nZhao S, Jensen OM, Hasholt MT (2020) Measuring absorption of superabsorbent polymers in cementitious environments. Mater Struct Constr 53:1–16. https:\u002F\u002Fdoi.org\u002F10.1617\u002Fs11527-020-1442-x\nZhao S, Jensen OM, Hasholt MT, Guan X (2021) Absorption capacity of superabsorbent polymer in cement pastes: a robustness test. Mater Struct Constr 54:1–15. https:\u002F\u002Fdoi.org\u002F10.1617\u002Fs11527-021-01636-7\nJusts J, Wyrzykowski M, Bajare D, Lura P (2015) Internal curing by superabsorbent polymers in ultra-high performance concrete. Cem Concr Res 76:82–90. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconres.2015.05.005\nLin DC, Dimitriadis EK, Horkay F (2007) Robust strategies for automated AFM force curve analysis-II: adhesion-influenced indentation of soft, elastic materials. J Biomech Eng 129:904–912. https:\u002F\u002Fdoi.org\u002F10.1115\u002F1.2800826\nFarzanian K, Ghahremaninezhad A (2018) Desorption of superabsorbent hydrogels with varied chemical compositions in cementitious materials. Mater Struct Constr 51. https:\u002F\u002Fdoi.org\u002F10.1617\u002Fs11527-017-1128-1\nTunstall LE, Scherer GW, Prud’homme RK (2017) Studying AEA interaction in cement systems using tensiometry. Cem Concr Res 92:29–36. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconres.2016.11.005\nJain JA, Neithalath N (2010) Chloride transport in fly ash and glass powder modified concretes—influence of test methods on microstructure. Cem Concr Compos 32:148–156. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconcomp.2009.11.010\nNeithalath N, Weiss J, Olek J (2006) Characterizing Enhanced Porosity concrete using electrical impedance to predict acoustic and hydraulic performance. Cem Concr Res 36:2074–2085. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconres.2006.09.001\nChavda HV, Patel RD, Modhia IP, Patel CN (2012) Preparation and characterization of superporous hydrogel based on different polymers. Int J Pharm Investig 2:134\nMignon A, Snoeck D, Schaubroeck D, Luickx N, Dubruel P, Van Vlierberghe S, De Belie N (2015) pH-responsive superabsorbent polymers: a pathway to self-healing of mortar. React Funct Polym 93:68–76. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.reactfunctpolym.2015.06.003\nXia M-S, Yao Z-T, Ge L-Q, Chen T, Li H-Y (2014) A potential bio-filler: The substitution effect of furfural modified clam shell for carbonate calcium in polypropylene. J Compos Mater 49:807–816. https:\u002F\u002Fdoi.org\u002F10.1177\u002F0021998314525981\nFernández-Carrasco L, Torrens-Martín D, Morales LM, Sagrario Martínez-Ramírez (2012) Infrared spectroscopy in the analysis of building and construction materials. Infrared Spectrosc—Mater Sci Eng Technol Technol 370:369–382. https:\u002F\u002Fdoi.org\u002F10.5772\u002F36186\nChu DH, Vinoba M, Bhagiyalakshmi M, Baek IH, Nam SC, Yoon Y, Kim SH, Jeong SK (2013) CO2 mineralization into different polymorphs of CaCO3 using an aqueous-CO2 system. RSC Adv 3:21722–21729. https:\u002F\u002Fdoi.org\u002F10.1039\u002FC3RA44007A\nFarzanian K, Wehbe Y, Ghahremaninezhad A (2016) The effect of superabsorbent polymers (sap) on the performance of cementitious materials. In: 4th Int. Conf. Sustain. Constr. Mater. Technol\nLouf J, Lu NB, Connell MGO, Cho HJ, Datta SS (2021) Under pressure: Hydrogel swelling in a granular medium 1–11\nYoon J, Cai S, Suo Z, Hayward RC (2010) Poroelastic swelling kinetics of thin hydrogel layers: comparison of theory and experiment. Soft Matter 6:6004. https:\u002F\u002Fdoi.org\u002F10.1039\u002Fc0sm00434k\nMarcombe R, Cai S, Hong W, Zhao X, Lapusta Y, Suo Z (2010) A theory of constrained swelling of a pH-sensitive hydrogel. Soft Matter 6:784. https:\u002F\u002Fdoi.org\u002F10.1039\u002Fb917211d\nFarzanian K, Ghahremaninezhad A (2017) The effect of the capillary forces on the desorption of hydrogels in contact with porous cementitious material. Mater Struct 50:216. https:\u002F\u002Fdoi.org\u002F10.1617\u002Fs11527-017-1068-9\nSant G, Lothenbach B, Juilland P, Le Saout G, Weiss J, Scrivener K (2011) The origin of early age expansions induced in cementitious materials containing shrinkage reducing admixtures. Cem Concr Res 41:218–229. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconres.2010.12.004\nFarzanian K, Vafaei B, Ghahremaninezhad A (2019) The behavior of superabsorbent polymers (SAPs) in cement mixtures with glass powders as supplementary cementitious materials. Materials (Basel) 12. https:\u002F\u002Fdoi.org\u002F10.3390\u002Fma12213597\nTobón JI, Payá JJ, Borrachero MV, Restrepo OJ (2012) Mineralogical evolution of Portland cement blended with silica nanoparticles and its effect on mechanical strength. Constr Build Mater 36:736–742\nSenff L, Labrincha JA, Ferreira VM, Hotza D, Repette WL (2009) Effect of nano-silica on rheology and fresh properties of cement pastes and mortars. Constr Build Mater 23:2487–2491. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2009.02.005\nEsteves LP (2011) On the hydration of water-entrained cement–silica systems: Combined SEM, XRD and thermal analysis in cement pastes. Thermochim Acta 518:27–35\nWu L, Zhang Z, Yang M, Yuan J, Li P, Men X (2020) Graphene enhanced and in situ-formed alginate hydrogels for reducing friction and wear of polymers. Colloids Surfaces A Physicochem Eng Asp. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.colsurfa.2020.124434\nAshraf M, Khan AN, Ali Q, Mirza J, Goyal A, Anwar AM (2009) Physico-chemical, morphological and thermal analysis for the combined pozzolanic activities of minerals additives. Constr Build Mater 23:2207–2213\nJain J, Neithalath N (2011) Electrical impedance analysis based quantification of microstructural changes in concretes due to non-steady state chloride migration. Mater Chem Phys 129:569–579. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.matchemphys.2011.04.057\nBu Y, Weiss J (2014) The influence of alkali content on the electrical resistivity and transport properties of cementitious materials. Cem Concr Compos 51:49–58. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconcomp.2014.02.008\nRajabipour F, Sant G, Weiss J (2007) Development of electrical conductivity-based sensors for health monitoring of concrete materials. In: TRB Annu. Conf., 2007: p 16.\nNeithalath N, Weiss J, Olek J (2006) Predicting the permeability of pervious concrete (enhanced porosity concrete) from non-destructive electrical measurements, 2006, Purdue University, rmcfoundation.org",{"EN":1120},"This study examines how the chemical composition of hydrogels influences the behavior of hydrogels in cementitious materials. A stark contrast in the behavior of some hydrogels in extracted cement pore solution, where cement particles are excluded, and in cement mixture was observed. The observed contrast was attributed to the chemical processes between the hydrogel and cement particles, which are excluded in the extracted pore solution. This finding raises concerns regarding the accuracy of hydrogel absorption measurements using only the extracted pore solution to determine the absorption of hydrogels in cement paste. The effect of hydrogels with different chemical compositions on the hydration, electrical resistivity, autogenous shrinkage, and strength of cement paste was evaluated and discussed.",{"EN":1122},"The influence of the chemical composition of hydrogels on their behavior in cementitious 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