Assessment of Diagonal Macrocrack-Induced Debonding Mechanisms in FRP-Strengthened RC Beams-Reference-Cited by-同舟云学术

Assessment of Diagonal Macrocrack-Induced Debonding Mechanisms in FRP-Strengthened RC Beams

Published:2022-10 Issue:5 Volume:26 Page:
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Huang Yiqun¹,Zhang Wei²^ORCID,Liu Xiang³

Affiliation:

1. Lecturer, Dept. of Civil Engineering, Fujian Univ. of Technology, Fuzhou 350118, China.

2. Professor, Dept. of Civil Engineering, Fujian Univ. of Technology, Fuzhou 350118, China; Researcher, Institute of Theoretical and Applied Mechanics of the Czech Academy of Sciences, Prague 190 00, Czech Republic (corresponding author). ORCID: .

3. Associate Professor, Dept. of Civil Engineering, Fujian Univ. of Technology, Fuzhou 350118, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0001255

Reference55 articles.

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3. Intermediate flexural detachment in FRP-plated concrete beams through a 3D mechanism-based regularized extended finite element method;Benvenuti E.;Composites, Part B,2018

4. Double shear tests to evaluate the bond strength between GFRP/concrete elements;Biscaia H. C.;Compos. Struct.,2012

5. Linear and nonlinear analysis of bond-slip models for interfaces between FRP composites and concrete;Biscaia H. C.;Composites, Part B,2013

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