Experimental and Numerical Investigation of CFRP-Strengthened Steel Beams under Impact Load
Author:
Affiliation:
1. Lecturer, College of Engineering, Univ. of Babylon, P.O. Box 4, Hilla, Iraq (corresponding author). ORCID: .
2. Lecturer, School of Mechanical, Aerospace and Civil Engineering, Univ. of Manchester, Manchester M13 9PL, UK.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0002288
Reference28 articles.
1. Numerical studies on CFRP strengthened steel columns under transverse impact
2. Bond behaviour between CFRP laminates and steel members under different loading rates
3. Experimental and Numerical Study on Strengthening of Steel Members Subjected to Impact Loading Using Ultrahigh Modulus CFRP
4. A numerical study of the behaviour and failure modes of axially compressed steel columns subjected to transverse impact
5. Finite element modelling of CFRP/steel double strap joints subjected to dynamic tensile loadings
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