Simulation of bond failure in RC beams strengthened with FRP sheets subjected to dynamic/impact loadings

被引:0
作者
Mohammadi, S [1 ]
Mousavi Khanden, AA [1 ]
机构
[1] Univ Tehran, Dept Civil Engn, Tehran, Iran
来源
BOND BEHAVIOUR OF FRP IN STRUCTURES: PROCEEDINGS OF THE INTERNATIONAL SYMPOSIUM BBFS 2005 | 2005年
关键词
FRP; RC beams; strengthening; interfacial stresses; impact loading; debonding;
D O I
暂无
中图分类号
TB3 [工程材料学];
学科分类号
0805 ; 080502 ;
摘要
This paper presents a combined finite/discrete element method for 2D and 3D modelings of strengthened RC beams subjected to dynamic/impact loadings. The main task is set on developing an algorithm for simulation of potential bonding and debonding/delamination phenomena during impact or general dynamic loading conditions. The proposed approach adopts a general node to face nonlinear frictional contact algorithm to enforce the bonding/debonding constraints between concrete and FRP. Parameters required by the contact mechanics procedures are determined from the bonding properties. Furthermore, a bilinear softening model for adhesive layer coupled with a mixed mode fracture model has been utilized. The validity of developed algorithm is verified with available experimental and numerical benchmarks.
引用
收藏
页码:509 / 515
页数:7
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