Numerical Modeling of Response of CFRP–Concrete Interfaces Subjected to Fatigue Loading-Reference-Cited by-同舟云学术

Numerical Modeling of Response of CFRP–Concrete Interfaces Subjected to Fatigue Loading

Published:2021-10 Issue:5 Volume:25 Page:04021043
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Zhang Wei¹^ORCID,Tang Zhanzhan²

Affiliation:

1. Professor of Civil Engineering, 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: .

2. Assistant Professor of Civil Engineering, College of Civil Science and Engineering, Yangzhou Univ., Yangzhou 225127, 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

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0001154

Reference37 articles.

1. ACI (American Concrete Institute). 2002. Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures. ACI 440.2R-02. Farmington Hills, MI: ACI.

2. New methodology for calculating damage variables evolution in Plastic Damage Model for RC structures

3. Fatigue bond stress–slip behavior of lap splices in the reinforcement of unwrapped and FRP-wrapped concrete beams;Alyousef R.;J. Compos. Constr.,2016

4. Experimental Investigation of Bonded Fiber Reinforced Polymer-Concrete Joints under Cyclic Loading

5. Fatigue tests of reinforced concrete beams strengthened using carbon fiber-reinforced polymer composites;Brena S. F.;ACI Struct. J.,2005

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