Modelling of debonding phenomena in FRP-strengthened concrete beams and slabs

被引：0

作者：

Neale, KW ^{[1
]}

Ebead, UA ^{[1
]}

Abdel Baky, HM ^{[1
]}

Elsayed, WE ^{[1
]}

Godat, A ^{[1
]}

机构：

[1] Univ Sherbrooke, Dept Civil Engn, Sherbrooke, PQ J1K 2R1, Canada

来源：

BOND BEHAVIOUR OF FRP IN STRUCTURES: PROCEEDINGS OF THE INTERNATIONAL SYMPOSIUM BBFS 2005 | 2005年

关键词：

FRP; concrete; beams; slabs; bond; debonding; finite element modelling;

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 study deals with the finite element modelling of the bond behaviour of concrete beams and slabs strengthened with externally bonded FR-Ps. The particular focus is on the assessment of appropriate constitutive models for the FR-P/concrete interface. The applications considered include the basic direct shear test, and the flexural and shear strengthening of beams and slabs. The use of non-prestressed vs. prestressed FRPs is also examined. The proposed numerical models are validated against available experimental results.

引用

页码：45 / 54

页数：10

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