Quasi-static and dynamic compressive behavior of ultra-high toughness cementitious composites in dry and wet conditions

被引:14
|
作者
Zhao, Xin [1 ]
Li, Hedong [2 ]
Wang, Cheng [3 ]
机构
[1] Zhejiang Univ Sci & Technol, Sch Civil Engn & Architecture, Hangzhou 310058, Zhejiang, Peoples R China
[2] Zhejiang Sci Tech Univ, Sch Civil Engn & Architecture, Hangzhou 310058, Zhejiang, Peoples R China
[3] Tarim Univ, Coll Water Resources & Architectural Engn, Alear 843300, Xinjiang, Peoples R China
基金
中国国家自然科学基金;
关键词
Ultra high toughness cementitious composites; Free water; Dynamic compressive behavior; Strain rate sensitivity; MECHANICAL-BEHAVIOR; STRAIN-RATE; FREE-WATER; CONCRETE; FIBER; TENSILE; MOISTURE; CRACKING; SATURATION; PRESSURE;
D O I
10.1016/j.conbuildmat.2019.117008
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper investigated the quasi-static and dynamic compressive behavior of ultra high toughness cementitious composites (UHTCC) in dry and wet conditions. The presence of water decreased the quasi-static compressive strength and peak strain of UHTCC, whereas that led to the increase in the elasticity modulus and Poisson's ratio. Under dynamic loading, the reduction of compressive strength and the strain rate sensitivity in terms of strength in UHTCC were observed after water immersion, which was different to those in normal concrete. The underlying mechanism for such phenomenon may attribute to the bridging effect of polyvinyl alcohol (PVA) fibers in the matrix. In order to verify this assumption, the specimens reinforced with different volume fractions (0%, 0.75%, 1.5%, 2.0%) of PVA fiber were tested in this study. Test results showed that, in the case of the specimens without fiber, wet specimens exhibited higher dynamic compressive strength compared with dry specimens, which was consistent with the previous results for normal concrete. Moreover, the influence effect of free water on the strain rate sensitivity in terms of strength of composites was relative to the fiber content. (C) 2019 Elsevier Ltd. All rights reserved.
引用
收藏
页数:14
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