Investigation of damage behaviors of ECC-to-concrete interface and damage prediction model under salt freeze-thaw cycles

Construction and Building Materials - Tập 226 - Trang 238-249 - 2019
Jun Tian1,2, Xiaowei Wu1,2, Yu Zheng, Shaowei Hu1,3, Wei Ren2, Yinfei Du4, Wenwei Wang5, Can Sun1, Jie Ma6, Yuxiao Ye2,3
1School of Environment and Civil Engineering, Dongguan University of Technology, Dongguan 523808, China
2Key Laboratory of Transport Industry of Bridge Detection Reinforcement Technology (Chang'an University), Xi'an, 710064, China
3Department of Materials and Structural Engineering, Nanjing Hydraulic Research Institute, Nanjing 210029, China
4School of Civil Engineering, Central South University, Changsha 410075, China
5Department of Bridge Engineering, School of Transportation, Southeast University, Nanjing 210096, China
6Department of Rail Transit, Beijing Transport Institute, Beijing 100073, China

Tài liệu tham khảo

Yu, 2019, Experimental study on mechanical properties and failure criteria of self-compacting concrete under biaxial tension-compression, J. Mater. Civil Eng., 31, 04019045, 10.1061/(ASCE)MT.1943-5533.0002675 Xiong, 2019, Bridge scour identification and field application based on ambient vibration measurements of superstructures, J. Mar. Sci. Eng., 7, 121, 10.3390/jmse7050121 Ren, 2019, Long-term condition evaluation for stay cable systems using dead load–induced cable forces, Adv. Struct. Eng., 22, 1644, 10.1177/1369433218824486 Zhou, 2019, Shear strength components of adjustable hybrid bonded CFRP shear-strengthened RC beams, Compos. Part B-Eng., 163, 36, 10.1016/j.compositesb.2018.11.020 Xu, 2019, Condition evaluation of suspension bridges for maintenance, repair and rehabilitation: a comprehensive framework, Struct. Infrastruct. E, 15, 555, 10.1080/15732479.2018.1562479 Tian, 2016, Damage behaviors of self-compacting concrete and prediction model under coupling effect of salt freeze-thaw and flexural load, Constr. Build. Mater., 119, 241, 10.1016/j.conbuildmat.2016.05.073 Ahmed, 2009, Tensile strain hardening behaviour of hybrid steel-polyethylene fibre reinforced cementitious composites, Constr. Build. Mater., 23, 96, 10.1016/j.conbuildmat.2008.01.009 Kang, 2011, The relation between fiber orientation and tensile behavior in an ultra high performance fiber reinforced cementitious composites (UHPFRCC), Cem. Concr. Res., 41, 1001, 10.1016/j.cemconres.2011.05.009 Kim, 2011, Comparative flexural behavior of hybrid ultra high performance fiber reinforced concrete with different macro fibers, Constr. Build. Mater., 25, 4144, 10.1016/j.conbuildmat.2011.04.051 Lu, 2017, Theoretical evaluation of fiber orientation and its effects on mechanical properties in engineered cementitious composites (ECC) with various thicknesses, Cem. Concr. Res., 95, 240, 10.1016/j.cemconres.2017.02.024 Şahmaran, 2009, Durability properties of micro-cracked ECC containing high volumes fly ash, Cem. Concr. Res., 39, 1033, 10.1016/j.cemconres.2009.07.009 Lu, 2017, Numerical model on the stress field and multiple cracking behavior of engineered cementitious composites (ECC), Constr. Build. Mater., 133, 118, 10.1016/j.conbuildmat.2016.12.033 Liu, 2016, Influence of micro-cracking on the permeability of engineered cementitious composites, Cem. Concr. Compos., 72, 104, 10.1016/j.cemconcomp.2016.05.016 Kobayashi, 2016, Effects of crack properties and water-cement ratio on the chloride proofing performance of cracked SHCC suffering from chloride attack, Cem. Concr. Compos., 69, 18, 10.1016/j.cemconcomp.2016.03.002 Suryanto, 2015, Self-healing performance of engineered cementitious composites under natural environmental exposure, Adv. Cem. Res., 28, 211, 10.1680/jadcr.15.00022 Zhu, 2016, Analysis of crack microstructure, self-healing products, and degree of self-healing in engineered cementitious composites, J. Mater. Civil Eng., 28, 04016017, 10.1061/(ASCE)MT.1943-5533.0001533 Lu, 2018, Flaw characterization and correlation with cracking strength in engineered cementitious composites (ECC), Cem. Concr. Res., 107, 64, 10.1016/j.cemconres.2018.02.024 Leung, 2007, Fatigue enhancement of concrete beam with ECC layer, Cem. Concr. Res., 37, 743, 10.1016/j.cemconres.2007.01.015 Qian, 2013, Life cycle analysis of pavement overlays made with engineered cementitious composites, Cem. Concr. Compos., 35, 78, 10.1016/j.cemconcomp.2012.08.012 Qiu, 2017, Micromechanics-based investigation of fatigue deterioration of engineered cementitious composite (ECC), Cem. Concr. Res., 95, 65, 10.1016/j.cemconres.2017.02.029 Müller, 2017, Fatigue behaviour of strain-hardening cement-based composites (SHCC), Cem. Concr. Res., 92, 75, 10.1016/j.cemconres.2016.11.003 Yildirim, 2015, Influence of cracking and healing on the gas permeability of cementitious composites, Constr. Build. Mater., 85, 217, 10.1016/j.conbuildmat.2015.02.095 Liu, 2017, Durability study on engineered cementitious composites (ECC) under sulfate and chloride environment, Constr. Build. Mater., 133, 171, 10.1016/j.conbuildmat.2016.12.074 Nam, 2016, Frost resistance of polyvinyl alcohol fiber and polypropylene fiber reinforced cementitious composites under freeze thaw cycling, Compos. Part B-Eng., 90, 241, 10.1016/j.compositesb.2015.12.009 Wu, 2017, Thermal-mechanical behaviors of CFRP-ECC hybrid under elevated temperatures, Compos. Part B-Eng., 110, 255, 10.1016/j.compositesb.2016.11.037 Li, 2003, Durable overlay systems with engineered cementitious composites (ECC), Int. J. Restor. Build. Count, 9, 215 Zheng, 2016, Flexural behaviour of reinforced concrete beams strengthened with a composite reinforcement layer: BFRP grid and ECC, Constr. Build. Mater., 115, 424, 10.1016/j.conbuildmat.2016.04.038 Lampropoulos, 2016, Strengthening of reinforced concrete beams using ultra high performance fibre reinforced concrete (UHPFRC), Eng. Struct., 106, 370, 10.1016/j.engstruct.2015.10.042 Carbonell Muñoz, 2013, Bond performance between ultrahigh-performance concrete and normal-strength concrete, J. Mater. Civil Eng., 26, 04014031, 10.1061/(ASCE)MT.1943-5533.0000890 Hou, 2017, Effect of corrosion on bond behaviors of rebar embedded in ultra-high toughness cementitious composite, Constr. Build. Mater., 138, 141, 10.1016/j.conbuildmat.2017.02.008 Lepech, 2009, Application of ECC for bridge deck link slabs, Mater Struct, 42, 1185, 10.1617/s11527-009-9544-5 Bu, 2012, Research on the bond-performance of polyvinyl alcohol-engineered cementitious composite to concrete, J. Shandong Univ. (Eng. Sci.), 42, 45 Wang, 2016, Evaluation of tensile bonding strength between UHTCC repair materials and concrete substrate, Constr. Build. Mater., 112, 595, 10.1016/j.conbuildmat.2016.02.149 Wang, 2011 Deng, 2011, Experiment and study on direct shear behavior for adhesion of fiber reinforced high ductility cementitious composites on existing concrete, Highw, 2, 027 Sahmaran, 2013, Investigation of the bond between concrete substrate and ECC overlays, J. Mater. Civil Eng., 26, 167, 10.1061/(ASCE)MT.1943-5533.0000805 Wang, 2011 Tian, 2019, Investigation of interface shear properties and mechanical model between ECC and concrete, Constr. Build. Mater., 223, 12, 10.1016/j.conbuildmat.2019.06.188 Li, 2016, Experimental research on the interface bonding performance of ECC-RC functionally gradient concrete, Concr, 11, 16 Hu, 2013 Yu, 2015, Experiment study on fracture property of ECC-concrete interface, J. Build. Mater., 18, 958 Zhang, 2002, Monotonic and fatigue performance in bending of fiber-reinforced engineered cementitious composite in overlay system, Cem. Concr. Res., 32, 415, 10.1016/S0008-8846(01)00695-0 Liu, 2013, Flexural behaviour of UHTCC-layered concrete composite beam subjected to static and fatigue loads, Fatigue Fract. Eng. M, 36, 738, 10.1111/ffe.12040 Tian, 2018, Experimental study and mixed-dimensional FE analysis of T-rib GFRP plate-concrete composite bridge decks, Adv. Mater. Sci. Eng., 10.1155/2018/7531912 ASTM C 666/C666M-03. Standard test method for resistance of concrete to rapid freezing and thawing, Annual Book of ASTM Standards, American Society for Testing and Materials, Philadelphia, PA, USA, 2008. Liu, 2015, Factors influencing chloride penetration depth using AgNO3 chromogenic method, J. Build. Mater., 18, 518 Li, 2009, Low cycle fatigue damage model and damage variable expression of rock, Rock Soil Mech., 30, 1611 Guangmiao, 2006 Shengqi, 2011, 101 Liu, 2011, 59 Wang, 2012, Deformation and deterioration analysis of concrete exposed to freeze-thaw cycles and chloride salt attack, J. Chin. Ceram. Soc., 40, 1133