Mixed-Mode Debonding in CFRP-to-Steel Fiber–Reinforced Concrete Joints-Reference-Cited by-同舟云学术

Mixed-Mode Debonding in CFRP-to-Steel Fiber–Reinforced Concrete Joints

Published:2024-02 Issue:1 Volume:28 Page:
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Zhang Wei¹^ORCID,Kang Shuaiwen²,Lin Benqing³,Huang Yiqun⁴

Affiliation:

1. Professor, School 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: .

2. Master’s Student, School of Civil Engineering, Fujian Univ. of Technology, Fuzhou 350118, China.

3. Ph.D. Candidate, School of Civil Engineering, Fuzhou Univ., Fuzhou 350118, China.

4. Assistant Professor, School 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/JCCOF2.CCENG-4337

Reference41 articles.

1. Shear-pealing bond strength between continuous fiber sheet and concrete;Alam M. S.;ACI Struct. J.,2012

2. Structural Performance of EB-FRP-Strengthened RC T-Beams Subjected to Combined Torsion and Shear Using ANN

3. Failure of FRP-strengthened SFRC beams through an effective mechanism-based regularized XFEM framework

4. A new 3D experimentally consistent XFEM to simulate delamination in FRP-reinforced concrete

5. Numerical Simulation of Mixed-Mode Progressive Delamination in Composite Materials

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