Tensile behavior of textile-reinforced mortar: Influence of test setup and layer arrangement

被引:6
作者
Azimi, Nima [1 ]
Dalalbashi, Ali [1 ]
Oliveira, Daniel V. [1 ]
Ghiassi, Bahman [2 ]
Lourenco, Paulo B. [1 ]
机构
[1] Univ Minho, Dept Civil Engn, ISISE, ARISE, Guimaraes, Portugal
[2] Univ Birmingham, Sch Engn, Birmingham, England
基金
瑞典研究理事会;
关键词
Textile reinforced mortar; TRM; Fiber Reinforced Cementitious Matrix; FRCM; Tensile testing; Mechanical properties; DIGITAL IMAGE CORRELATION; MATRIX FRCM SYSTEMS; CEMENTITIOUS MATRIX; MECHANICAL CHARACTERIZATION; BOND; COMPOSITES; STRENGTH;
D O I
10.1016/j.conbuildmat.2023.132185
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Textile-reinforced mortar (TRM) systems are a popular solution for strengthening existing masonry structures these days. The vast application of these materials requires a thorough study of their properties and performance. The tensile behavior of TRMs has a significant role in their mechanical properties and requires a reliable setup to record their performance. Studies in the past focused on different gripping systems and setups for characterizing tensile behavior, but harmonization is still lacking. The present study aims at presenting a suitable setup for tensile testing. To this aim, two different TRM systems were utilized. Four different setups for the clamping of coupons were used: three of them were based on gripping textiles directly, while the other one was based on gripping the mortar. Also, the effect of the textile-to-mortar strength ratio variation was studied for different setups, and using a different number of plies and different mortar thicknesses. Furthermore, digital image correlation was used for all specimens to track cracking patterns and failure modes. Finally, a comprehensive discussion of the results is presented, and the most suitable testing setup is recommended.
引用
收藏
页数:15
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