Semicircular bending fracture test to evaluate fracture properties and ductility of cement mortar reinforced by scrap tire recycled steel fiber
Tài liệu tham khảo
Yoo, 2016, Size effect in ultra-high-performance concrete beams, Engng Fract Mech, 157, 86, 10.1016/j.engfracmech.2016.02.009
Hoover, 2013, Comprehensive concrete fracture tests: size effects of types 1 & 2, crack length effect and postpeak, Engng Fract Mech, 110, 281, 10.1016/j.engfracmech.2013.08.008
Del Viso, 2008, Shape and size effects on the compressive strength of high-strength concrete, Cem Concr Res, 38, 386, 10.1016/j.cemconres.2007.09.020
Bažant, 1999, Size effect on structural strength: a review, Arch Appl Mech, 69, 703
Bažant, 1983, Crack band theory for fracture of concrete, Mater Struct, 16, 155
Bažant, 2002, Concrete fracture models: testing and practice, Engng Fract Mech, 69, 165, 10.1016/S0013-7944(01)00084-4
Bazant ZP, Planas J. Fracture and size effect in concrete and other quasibrittle materials. CRC Press; 1997.
Shah, 1995
Shi, 2020, Constitutive behaviors of steel fiber reinforced concrete under uniaxial compression and tension, Constr Build Mater, 233, 10.1016/j.conbuildmat.2019.117316
Shah, 1998, A method to predict shrinkage cracking of concrete, Mater J, 95, 339
Dong, 2014, A fracture mechanics-based method for prediction of cracking of circular and elliptical concrete rings under restrained shrinkage, Engng Fract Mech, 131, 687, 10.1016/j.engfracmech.2014.10.015
Zhou, 2019, Prediction of restrained shrinkage cracking of shotcrete rings using fracture mechanics–based approach, J Mater Civ Engng, 31, 04019214, 10.1061/(ASCE)MT.1943-5533.0002852
Liu, 2017, Fatigue damage propagation models for ductile fracture of ultrahigh toughness cementitious composites, Int J Damage Mec, 26, 919, 10.1177/1056789516635727
Liu, 2014, Effect of fiber volume fraction on crack propagation rate of ultra-high toughness cementitious composites, Eng Fract Mec, 124-125, 52, 10.1016/j.engfracmech.2014.03.007
Gou, 2015, Modeling fracture in the context of a strain-limiting theory of elasticity: a single plane-strain crack, Int J Engng Sci, 88, 73, 10.1016/j.ijengsci.2014.04.018
Murru, 2019
Hillerborg, 1976, Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements, Cem Concr Res, 6, 773, 10.1016/0008-8846(76)90007-7
RILEM Committee on Fracture Mechanics of Concrete- Test Methods, Determination of the fracture energy of mortar and concrete by means of three-point bend tests on notched beams, Materials and structures 18(106) (1985) 285-290.
Jenq, 1985, Two parameter fracture model for concrete, J Engng Mech, 111, 1227
Bažant, 1990, Determination of fracture energy, process zone length and brittleness number from size effect, with application to rock and concrete, Int J Fract, 44, 111, 10.1007/BF00047063
RILEM Committee on Fracture Mechanics of Concrete- Test Methods, Determination of fracture parameters (and) of plain concrete using three-point bend tests, Materials and Structures 23(6) (1990) 457-460.
RILEM Committee on Fracture Mechanics of Concrete- Test Methods, Size-effect method for determining fracture energy and process zone size of concrete, Materials and Structures 23(6) (1990) 461-465.
Hanson, 2003, Using numerical simulations to compare the fracture toughness values for concrete from the size-effect, two-parameter and fictitious crack models, Engng Fract Mech, 70, 1015, 10.1016/S0013-7944(02)00163-7
Ince, 2010, Determination of concrete fracture parameters based on two-parameter and size effect models using split-tension cubes, Engng Fract Mech, 77, 2233, 10.1016/j.engfracmech.2010.05.007
Gjørv, 1977, Notch sensitivity and fracture toughness of concrete, Cem Concr Res, 7, 333, 10.1016/0008-8846(77)90096-5
Amirkhanian A, Spring D, Roesler J, Park K, Paulino G. Disk-shaped compact tension test for plain concrete. Transportation and Development Institute Congress 2011: Integrated Transportation and Development for a Better Tomorrow; 2011. p. 688–98.
Mirsayar, 2017, Evaluation of interfacial bond strength between Portland cement concrete and asphalt concrete layers using bi-material SCB test specimen, Eng Solid Mech, 5, 293, 10.5267/j.esm.2017.8.001
Shi, 2019, Characterization of two-parameter fracture properties of portland cement concrete containing reclaimed asphalt pavement aggregates by semicircular bending specimens, Cem Concr Compos, 95, 56, 10.1016/j.cemconcomp.2018.10.013
EN 14651: 2005+ A1: 2007 Test method for metallic fibre concrete, Measuring the flexural tensile strength (limit of proportionality (LOP), residual) European Committee for Standardization, B-1050 Brussels, September 2005.
U.S. Tire Manufacturers Association. 2017 U.S Scrap Tire Management Summary. 2018. https://www.ustires.org/system/files/USTMA_scraptire_summ_2017_072018.pdf. Accessed November 18, 2018.
Siddique, 2004, Properties of concrete containing scrap-tire rubber–an overview, Waste Manage, 24, 563, 10.1016/j.wasman.2004.01.006
Shu, 2014, Recycling of waste tire rubber in asphalt and portland cement concrete: An overview, Constr Build Mater, 67, 217, 10.1016/j.conbuildmat.2013.11.027
Bjegovic, 2013, Positive interaction of industrial and recycled steel fibres in fibre reinforced concrete, J Civil Eng Manage, 19, S50
Angelakopoulos, 2015
Aiello, 2009, Use of steel fibres recovered from waste tyres as reinforcement in concrete: pull-out behaviour, compressive and flexural strength, Waste Manage, 29, 1960, 10.1016/j.wasman.2008.12.002
Hu, 2018, Mechanical properties of SFRC using blended Recycled Tyre Steel Cords (RTSC) and Recycled Tyre Steel Fibres (RTSF), Constr Build Mater, 187, 553, 10.1016/j.conbuildmat.2018.07.206
Martinelli, 2015, An experimental study on the post-cracking behaviour of Hybrid Industrial/Recycled Steel Fibre-Reinforced Concrete, Constr Build Mater, 94, 290, 10.1016/j.conbuildmat.2015.07.007
Caggiano, 2017, On the mechanical response of hybrid fiber reinforced concrete with recycled and industrial steel fibers, Constr Build Mater, 147, 286, 10.1016/j.conbuildmat.2017.04.160
Wang, 2000, Concrete reinforcement with recycled fibers, J Mater Civ Engng, 12, 314, 10.1061/(ASCE)0899-1561(2000)12:4(314)
Skarżyński, 2018, Mechanical and fracture properties of concrete reinforced with recycled and industrial steel fibers using Digital Image Correlation technique and X-ray micro computed tomography, Constr Build Mater, 183, 283, 10.1016/j.conbuildmat.2018.06.182
Zhong, 2020, Experimental study on engineering properties of concrete reinforced with hybrid recycled tyre steel and polypropylene fibres, J Cleaner Prod, 120914
Centonze, 2012, Steel fibers from waste tires as reinforcement in concrete: A mechanical characterization, Constr Build Mater, 36, 46, 10.1016/j.conbuildmat.2012.04.088
Brand, 2013, Flexural capacity of rigid pavement concrete slabs with recycled aggregates, Report ICT-13-018, Illinois State Toll Highway Authority
Shi, 2020, Fracture properties and restrained shrinkage cracking resistance of cement mortar reinforced by recycled steel fiber from scrap tires, Transp Res Rec: J Transp Res Board, 10.1177/0361198120924407
Chou, 2007, Use of waste rubber as concrete additive, Waste Manage Res, 25, 68, 10.1177/0734242X07067448
Emiroglu, 2007, An investigation on ITZ microstructure of the concrete containing waste vehicle tire, Proc of 8th International Fracture Conference, 7
Yazıcı, 2007, Effect of aspect ratio and volume fraction of steel fiber on the mechanical properties of SFRC, Constr Build Mater, 21, 1250, 10.1016/j.conbuildmat.2006.05.025
Johnston, 1991, Flexural fatigue performance of steel fiber reinforced concrete–influence of fiber content, aspect ratio, and type, Mater J, 88, 374
Dawood, 2012, Evolution of durable high-strength flowable mortar reinforced with hybrid fibers, ISRN Civil Eng, 2012
Roesler, 2007, Fracture behavior of functionally graded concrete materials for rigid pavements, Transp Res Rec, 2037, 40, 10.3141/2037-04
Adamson, 1996, Fracture analysis of semi-circular and semi-circular-bend geometries, Int J Fract, 77, 213, 10.1007/BF00018778
Dempsey, 1995, Fracture analysis of base-edge-cracked reverse-tapered plates, Int J Fract, 69, 281, 10.1007/BF00037379
UNI 1039-2, Steel Fibre Reinforced Concrete—Test Method for Determination of First Crack Strength and Ductility Indexes, 2003.
Petersson, 1980, Fracture energy of concrete: practical performance and experimental results, Cem Concr Res, 10, 91, 10.1016/0008-8846(80)90055-1
Wittmann, 1987, Influence of age of loading, water-cement ratio and rate of loading on fracture energy of concrete, Mater Struct, 20, 103, 10.1007/BF02472745
Tang, 1993, Fracture toughness of concrete at early ages, Mater J, 90, 463
Gettu, 1998, Effect of aging on the fracture characteristics and brittleness of a high-strength concrete, Cem Concr Res, 28, 349, 10.1016/S0008-8846(97)00276-7
Østergaard, 2004, Early-age stress–crack opening relationships for high performance concrete, Cem Concr Compos, 26, 563, 10.1016/S0958-9465(03)00074-X
Park, 2008, Determination of the kink point in the bilinear softening model for concrete, Engng Fract Mech, 75, 3806, 10.1016/j.engfracmech.2008.02.002
