Three-Parameter Model for Debonding of FRP Plate from Concrete Substrate-Reference-Cited by-同舟云学术

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Three-Parameter Model for Debonding of FRP Plate from Concrete Substrate

Published:2006-05 Issue:5 Volume:132 Page:509-518
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Leung Christopher K.¹²,Tung W. K.¹²

Affiliation:

1. Professor, Dept. of Civil Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Hong Kong, China (corresponding author).

2. Dept. of Civil Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Hong Kong, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282006%29132%3A5%28509%29

Reference31 articles.

1. RC Beams Strengthened with FRP Plates. II: Analysis and Parametric Study

2. Brittle failure in FRP plate and sheet bonded beams;Arduini M.;ACI Struct. J.,1997

3. Transfer Lengths and Bond Strengths for Composites Bonded to Concrete

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1. Experimental assessment and effective bond length for RC columns strengthened with aramid FRP sheets under cyclic loading;Engineering Structures;2023-11

2. Influence of thermal effects on debonding response of CFRP-to-concrete/steel interfaces under thermal and mechanical loads: An analytical solution;Composite Structures;2023-01

3. Precise finite element verification of the unreliability of using multi-layers of FRP on CFRP-debonding in RC beams;Engineering Research Express;2022-06-01

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