Study on the mechanical property of textile reinforced self-stressing concrete sheets
Study on the mechanical property of textile reinforced self-stressing concrete sheets
复制标题
纺织纤维增强自应力混凝土板力学性能研究
DOI：
10.1016/j.conbuildmat.2015.12.167
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发表时间：
2016-03-15
影响因子：
7.4
通讯作者：
Wang, Qing
中科院分区：
文献类型：
--
作者：
Wang, Boxin;Jin, Henan;Wang, Qing
This study tests the mechanical property of textile reinforced self-stressing concrete (TRSSC) sheets, particularly the bond behavior between fiber bundles and self-stressing concrete sheets and the bending property of a TRSSC one-way sheet under four-point loading to understand the enhancement mechanism associated with TRSSC. Bond test results show that the ultimate pull-out force increases with an increase in the initial bond length. The bond behavior between textiles and self-stressing concrete is superior to that between textiles and common concrete. The calculation formula of bond strength is established, and the bending test results show that the cracking load of the TRSSC sheets is greater than that of textile reinforced concrete (TRC) sheets. The cracking capacity and ultimate bearing capacity of TRSSC is analyzed, and the calculation results are congruent with the experimental results. (c) 2016 Elsevier Ltd. All rights reserved.
