Study on ECC compression fatigue under different constant lateral compression levels

International Journal of Fatigue - Tập 156 - Trang 106630 - 2022
Guanhua Hu1, Shuling Gao1,2, Yanping Zhu3
1School of Civil and Transportation Engineering, Hebei University of Technology, Tianjin 300401, China
2Civil Engineering Technology Research Center of Hebei Province, Tianjin, China
3Department of Civil, Architectural and Environmental Engineering, Missouri University of Science and Technology, Rolla, MO 65401, United States

Tài liệu tham khảo

Li, 2001, Tensile strain-hardening behavior or polyvinyl alcohol engineered cementitious composite (PVA-ECC), ACI Mater J, 98, 483 Li, 1992, Steady-state and multiple cracking of short random fiber composites, J Eng Mech, 118, 2246, 10.1061/(ASCE)0733-9399(1992)118:11(2246) van Zijl, 2007, Improved mechanical performance: Shear behaviour of strain-hardening cement-based composites (SHCC), Cem Concr Res, 37, 1241, 10.1016/j.cemconres.2007.04.009 Basuli, 2012, Electrical properties and electromagnetic interference shielding effectiveness of multiwalled carbon nanotubes-reinforced EMA nanocomposites, Polym Compos, 33, 897, 10.1002/pc.22167 Xu, 2012, Flexural and shear behaviors of reinforced ultrahigh toughness cementitious composite beams without web reinforcement under concentrated load, Eng Struct, 39, 176, 10.1016/j.engstruct.2012.01.011 Xu, 2010 Li, 2011 Fukuda, 2004, Effect of ECC overlay reinforcement method on steel plate deck attached with FRP dowels, Proc Jpn Concrete Inst, 26, 1693 Kunieda M, Kamada T, Rokugo K, et al. Localized fracture of repaired material in patch repair systems. In: International conference on fracture mechanics of concrete structures, Colorado; 2004, p. 765–2. 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 Suthiwarapirak, 2002, Flexural fatigue failure characteristics of an engineered cementitious composite and polymer cement mortars, Doboku Gakkai Ronbunshu, 121, 10.2208/jscej.2002.718_121 Matsumoto, 2003, Mechanisms of multiple cracking and fracture of DFRCC under fatigue flexure, J Adv Concr Technol, 1, 299, 10.3151/jact.1.299 Suthiwarapirak, 2004, Multiple cracking and fiber bridging characteristics of engineered cementitious composites under fatigue flexure, J Mater Civ Eng, 16, 433, 10.1061/(ASCE)0899-1561(2004)16:5(433) Suthiwarapirak, 2003, Fiber bridging degradation based fatigue analysis of ECC under flexure, J Appl Mech, 6, 1179, 10.2208/journalam.6.1179 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 Liu, 2014, Flexural fatigue damage model of ultra-high toughness cementitious composites on base of continuum damage mechanics, Int J Damage Mech, 23, 949, 10.1177/1056789514520795 Xu, 2011, Fatigue damage model test of ultra-high toughness cementitious composites, China J Highway Transport, 11, 1 Liu, 2012, Study on flexural fatigue life of ultra-high toughness cementitious composites under constant amplitude cyclic loading, Jianzhu Jiegou Xuebao/J Build Struct, 125 Liu, 2013, Experimental study on flexural fatigue properity of existing concrete beams restricted by post-poured UHTCC layer, J Southeast Univ (Natl Sci Ed), 43, 409 Jun, 2010, Behaviour of strain-hardening cement-based composites (SHCC) under monotonic and cyclic tensile loading: Part 1 – Experimental investigations, Cem Concr Compos, 32, 801, 10.1016/j.cemconcomp.2010.07.019 Mechtcherine, 2011, Behaviour of strain-hardening cement-based composites under high strain rates, J Adv Concr Technol, 9, 51, 10.3151/jact.9.51 Matsumoto, 2010, Uniaxial tension-compression fatigue behavior and fiber bridging degradation of strain hardening fiber reinforced cementitious composites, Int J Fatigue, 32, 1812, 10.1016/j.ijfatigue.2010.04.012 Huang, 2017, Experimental study on crack bridging in engineered cementitious composites under fatigue tensile loading, Constr Build Mater, 154, 167, 10.1016/j.conbuildmat.2017.07.193 Huang, 2018, Tensile fatigue behavior of fiber-reinforced cementitious material with high ductility: experimental study and novel P-S-N model, Constr Build Mater, 178, 349, 10.1016/j.conbuildmat.2018.05.166 Takhar SS. The Fatigue behaviour of concrete under lateral confining pressure. Calgary: University of Calgary, Engineering; 1972. https://doi.org/10.11575/PRISM/13479. Buyukozturk, 1984, Concrete in biaxial cyclic compression, J. Struct. Eng, 110, 461, 10.1061/(ASCE)0733-9445(1984)110:3(461) Traina, 1982, Fatigue of plain concrete subjected to biaxial-cyclical loading concrete; stresses; tension, Int Concrete Abst Portal, 75, 217 Hooi, 2000, Effect of passive confinement on fatigue properties of concrete, Magazine Conc Res, 52, 7, 10.1680/macr.2000.52.1.7 Shah, 1983, Cyclic loading of spirally reinforced concrete, J Struct Eng, 109, 1695, 10.1061/(ASCE)0733-9445(1983)109:7(1695) Zhu, 2003 Lan, 1999, Biaxial compression behavior of concrete under repeated loading, J Mater Civ Eng, 11, 105, 10.1061/(ASCE)0899-1561(1999)11:2(105) Su, 1987 Nelson, 1988, Behavior and failure of high-strength concrete subjected to biaxial-cyclic compression loading, Mater J, 85, 248 Jeragh, 1979 Zhao, 2002 Taliercio, 1996, Experimental investigation on the triaxial fatigue behaviour of plain concrete, Mag Concr Res, 48, 157, 10.1680/macr.1996.48.176.157 Cao, 2004 Yu, 1998, Experimental studies on the fatigue strength of concrete under the complex stress state, J Xi'an Jiaotong Univ, 32, 89 Subramaniam, 1999, Fatigue response of concrete subjected to biaxial stresses in the compression-tension region, Mater J, 96, 663 Liu, 2012, Study on flexural fatigue life of ultra-high toughness cementitious composites under constant amplitude cyclic loading, Jianzhu Jiegou Xuebao/Journal Build Struct, 33, 119 Huang, 2017, Frequency effect on the compressive fatigue behavior of ultrahigh toughness cementitious composites: experimental study and probabilistic analysis, J Struct Eng 2017;143, 143, 04017073 Zhou, 2013, Experimental study on mechanical behaviors of pseudo-ductile cementitious composites under biaxial compression, Sci China Technol Sci, 56, 963, 10.1007/s11431-013-5174-9 Li, 2016, Compressive fatigue damage and failure mechanism of fiber reinforced cementitious material with high ductility, Cem Concr Res, 90, 174, 10.1016/j.cemconres.2016.09.019 Ministry of Construction of the People’s Republic of China. Standard for testing methods for physical and mechanical properties of concrete (with description of articles): GB/T 50081-2019. Beijing: China Construction Industry Press; 2019 [in Chinese]. Song, 2002, Sample size analyses for tests of concrete strength and fatigue life, J Dalian Univ Technol, 42, 464 Paskova, 1994, Optimum number of specimens for low-cycle fatigue tests of concrete, J Struct Eng, 120, 2242, 10.1061/(ASCE)0733-9445(1994)120:7(2242) Zhu B, Yan D. Design principle of concrete structure (I). Shanghai: Tongji University Press; 1992 [in Chinese]. Bennett, 1967, Some fatigue tests of high-strength concrete in axial compression, Mag Concr Res, 19, 113, 10.1680/macr.1967.19.59.113 Wu, 1994, Fatigue behavior of high strength concrete under compressive cyclic loading, China Civil Eng J, 27, 33 Cachim, 2002, Fatigue behavior of fiber-reinforced concrete in compression, Cem Concr Compos, 24, 211, 10.1016/S0958-9465(01)00019-1 Zhou, 2015 Aas-Jakobsen, 1970 Shi J, Hua H, Li X. Study on the realization of weibull distribution parameter estimation method in EXCEL. Chinese Science and Technology Papers online; 2009. p. 1–6 [in Chinese]. Zhao, 2011 Xu, 1996, The equal principle of confidence limit curve for reliability and its parameters estimation, Chin J Eng Math, 13, 23 Saucedo, 2013, A probabilistic fatigue model based on the initial distribution to consider frequency effect in plain and fiber reinforced concrete, Int J Fatigue, 48, 308, 10.1016/j.ijfatigue.2012.11.013