Bond–slip models for double strap joints strengthened by CFRP

By S. Fawzia, Xiao Ling Zhao, R. Al-Mahaidi. 2010

190 citations recorded by the source corpus.

This paper presents the results of a series of tension tests on CFRP bonded steel plate double strap joints. The main aim of this research is to provide detailed understanding of bond characteristics using experimental and numerical analysis of strengthened double strap joints under tension. A parametric study has been performed by numerical modelling with the variables of CFRP bond lengths, adhesive maximum strain and adhesive layer thicknesses. Finally, bond-slip models are proposed for three different types of adhesives within the range of the parametric study.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/38d98530723112489c2fb6ccfd70dadfb00e9422

How researchers see this paper

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In Building and Construction

  1. Wenhui Duan
  2. Chao Wu
  3. R. Al-Mahaidi
  4. Xiao Ling Zhao
  5. Lin-Hai Han
  6. Z. Tao

In Civil and Structural Engineering

  1. Wenhui Duan
  2. Chao Wu
  3. R. Al-Mahaidi
  4. Xiao Ling Zhao
  5. Lin-Hai Han
  6. Z. Tao

Citations in the corpus