Analysis of bond behaviour in strengthened reinforced concrete beam with carbon fiber reinforced polymer lamella

被引：2
|
作者：
Zmindak, Milan [1 ]
Novak, Pavol [1 ]
Dekys, Vladimir [1 ]
机构：
[1] Univ Zilina, Dept Appl Mech, Fac Mech Engn, Univ 1, Zilina 01026, Slovakia
来源：
DYNAMICS OF CIVIL ENGINEERING AND TRANSPORT STRUCTURES AND WIND ENGINEERING (DYN-WIND'2017) | 2017年 / 107卷
关键词：
D O I：
10.1051/matecconf/201710700045
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Carbon fiber reinforced polymer (CFRP) can be used to strengthen the reinforced concrete (RC) beams. The debonding is the main failure model and strengthening is limited. The paper deals with the finite element analysis of influence of CFRP strip on stress distribution in a steel reinforced concrete beam loaded by four-point bending on RC beam with and without CFRP lamella. Simulation of the delamination is modelled by a cohesion zone material model using ABAQUS and ANSYS software.
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页数：7
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