Micromechanics of engineered cementitious composites (ECC): A critical review and new insights

被引:42
|
作者
Li, Junxia [1 ,2 ]
Qiu, Jishen [2 ,3 ]
Weng, Jian [2 ,4 ]
Yang, En-Hua [2 ]
机构
[1] Inst Mat Res & Engn, Agcy Sci Technol & Res, Singapore, Singapore
[2] Nanyang Technol Univ, Sch Civil & Environm Engn, Singapore, Singapore
[3] Hong Kong Univ Sci & Technol, Dept Civil & Environm Engn, Hong Kong, Peoples R China
[4] BCA Acad Bldg & Construct Author, Singapore, Singapore
基金
新加坡国家研究基金会;
关键词
Engineered cementitious composites (ECCs); Micromechanics; Fiber; -bridging; Steady-state cracking; Strain; -hardening; Stochastic; STRAIN-HARDENING BEHAVIOR; TENSILE PROPERTIES; HIGH-STRENGTH; STEADY-STATE; MECHANICAL-BEHAVIOR; INTERFACE PROPERTY; MULTIPLE-CRACKING; DESIGN CRITERIA; FIBER STRENGTH; PVA FIBER;
D O I
10.1016/j.conbuildmat.2022.129765
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
ECC micromechanics relates material microstructures to the composite tensile behavior, which enables backward component tailoring to achieve targeted tensile performance at the minimum fiber dosage and forward prediction/modelling of ECC tensile behavior. This paper reviews the state-of-the-art ECC micromechanics, including its scale-linking approach, the mechanisms governing multiple cracking and tensile strain-hardening, and the detailed modelling and improvements at different length scales. Specifically, ECC micromechanics has been evolved from the deterministic-based approach to the stochastic-based model considering the heterogeneity of the microstructure for better simulation of the sequential formation of multiple steady-state cracking with various level of saturation. Furthermore, ECC micromechanics has been extended to different loading condition including dynamic loading and fatigue. Additional studies to further enhance the model have been discussed and proposed at the end of this review as well.
引用
收藏
页数:11
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