Experimental and Numerical Study on Strengthening of Steel Members Subjected to Impact Loading Using Ultrahigh Modulus CFRP-Reference-Cited by-同舟云学术

Experimental and Numerical Study on Strengthening of Steel Members Subjected to Impact Loading Using Ultrahigh Modulus CFRP

Published:2016-12 Issue:6 Volume:20 Page:04016044
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Al-Mosawe Alaa¹,Al-Mahaidi Riadh²,Zhao Xiao-Ling³

Affiliation:

1. Ph.D. Candidate, Faculty of Science, Engineering and Technology, Swinburne Univ. of Technology, Hawthorn, VIC 3122, Australia; Civil Engineer, Univ. of Baghdad, Baghdad, Iraq (corresponding author).

2. Professor, Faculty of Science, Engineering and Technology, Swinburne Univ. of Technology, Hawthorn, VIC 3122, Australia.

3. Professor, Dept. of Civil Engineering, Monash Univ., Clayton, VIC 3800, Australia.

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.1943-5614.0000703

Reference31 articles.

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2. Effect of CFRP properties, on the bond characteristics between steel and CFRP laminate under quasi-static loading

3. Experimental investigation of bond characteristics between CFRP fabrics and steel plate joints under impact tensile loads

4. Finite element modelling of CFRP/steel double strap joints subjected to dynamic tensile loadings

5. Mechanical Behaviour of Normal Modulus Carbon Fibre Reinforced Polymer (CFRP) and Epoxy under Impact Tensile Loads

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