CZM-Based Debonding Simulation of Cracked Beams Strengthened by FRP Sheets

被引:20
作者
Xu, Rongqiao [1 ]
Liu, Cheng [1 ]
机构
[1] Zhejiang Univ, Dept Civil Engn, Hangzhou 310058, Zhejiang, Peoples R China
来源
JOURNAL OF ENGINEERING MECHANICS-ASCE | 2012年 / 138卷 / 02期
关键词
Cracked beam; Fiber-reinforced polymer; Cohesive zone model (CZM); Transfer matrix method; Debonding; FRACTURE-MECHANICS APPROACH; COHESIVE ZONE MODEL; INTERFACIAL STRESSES; CONCRETE BEAMS; PLATED BEAMS; FORMULATION; PREDICTION; SUBSTRATE; BEHAVIOR; FAILURE;
D O I
10.1061/(ASCE)EM.1943-7889.0000315
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
This paper uses the transfer matrix method (TMM) to analyze the interfacial behavior of a fiber-reinforced polymer (FRP)-plated beam with flexural cracks. The adhesive layer between the beam and the FRP sheet is simulated by the cohesive zone model (CZM) of a general interfacial bond-slip law. The flexural cracks are modeled by rotational springs whose rigidity is dependent on the relative depth of the cracks. The transfer matrix of the FRP-plated beam is then derived, and the joint coupling matrix (JCM) method is introduced to solve the stress resultants, displacements, interfacial shear stress, and axial force of the FRP sheet. Finally, some numerical examples are given, and the results are compared with the available analytical solutions to validate the present method. DOI: 10.1061/(ASCE)EM.1943-7889.0000315. (C) 2012 American Society of Civil Engineers.
引用
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页码:210 / 220
页数:11
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