Flexural failure behavior of textile reinforced concrete

被引：1
|
作者：
Muoi, B. S. [1 ]
Ando, H. [1 ]
Kunieda, M. [1 ]
Lim, S. C. [2 ]
Terada, S. [2 ]
机构：
[1] Gifu Univ, Gifu, Japan
[2] Deros Japan, Kanazawa, Ishikawa, Japan
来源：
BRIDGE MAINTENANCE, SAFETY, MANAGEMENT, LIFE-CYCLE SUSTAINABILITY AND INNOVATIONS | 2021年
关键词：
RC BEAMS; MORTAR; FRP;
D O I：
10.1201/9780429279119-197
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This paper investigates the flexural failure behavior of Textile Reinforced Concrete (TRC). Concrete beams were strengthened by carbon textile. For comparison, a FRP grid was also used as a reinforcement. A total of eighteen RC beams were fabricated, strengthened and tested in four-point bending till failure. Based on the results of the test, the behavior and performance of retrofitted RC beams were revealed, including flexural capacity, bending stiffness as well as crack pattern, failure mechanisms, and failure modes.
引用
收藏
页码：1444 / 1452
页数：9
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