Review on NSM CFRP Strengthened RC Concrete Beams in Shear

被引：4
|
作者：
Kadhim, Majid M. A. [1 ]
Altaee, Mohammed J. [2 ]
Adheem, Ali Hadi [3 ]
Chabuk, Ali [4 ]
Al-Ansari, Nadhir [5 ]
机构：
[1] Univ Babylon, Coll Engn, Hilla, Iraq
[2] Univ Babylon, Res Ctr & Environm Studies, Hilla, Iraq
[3] A lFurat Al Awsat Tech Univ, Kerbala Tech Inst, Kerbala 56001, Iraq
[4] Univ Babylon, Dept Environm Engn, Coll Engn, Babylon 51001, Iraq
[5] Lulea Univ Technol, Dept Civil Environm & Nat Resources Engn, S-97187 Lulea, Sweden
来源：
ADVANCES IN CIVIL ENGINEERING | 2021年 / 2021卷
关键词：
MOUNTED FRP REINFORCEMENT; BOND BEHAVIOR; FLEXURAL BEHAVIOR; LAMINATE STRIPS; T-BEAMS; CONSTRUCTION DETAILS; POLYMER BARS; GFRP BARS; PERFORMANCE; CAPACITY;
D O I：
10.1155/2021/1074010
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The use of NSM FRP strengthening of concrete structures has become an attractive option to retrofit the existing structures against shear and flexure. This paper reviews only the utilization of NSM for shear in previous review articles. A database of tests of NSM strengthened beams in shear is presented to evaluate the existing design formulations of calculating the NSM contribution in shear. These formulations were in agreement with the experimental results in the database. Further research topics are also identified such as the shape of NSM FRP bars, combined effects of existing steel stirrups, and NSM FRP reinforcement and analytical formulations.
引用
收藏
页数：16
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