Bond behaviour between CFRP laminates and steel members under different loading rates

Author:

Al-Mosawe AlaaORCID,Al-Mahaidi Riadh,Zhao Xiao-Ling

Funder

Australian Research Council

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference35 articles.

1. ABAQUS. Abaqus User’s Manual Version 6.13, Dassault Systemes Simulia Corp: Providence, RI, USA; 2013.

2. Derivation of the bond–slip characteristics for FRP plated steel members;Akbar;J Constr Steel Res,2010

3. Al-Mosawe A, Al-Mahaidi R. Bond characteristics between steel and CFRP laminate under impact loads. 23rd Australasian conference on the mechanics of structures and materials (ACMSM23). Byron Bay, Australia; 2014.

4. Effect of CFRP properties, on the bond characteristics between steel and CFRP laminate under quasi-static loading;Al-Mosawe;Constr Build Mater,2015

5. Al-Mosawe A, Al-Mahaidi R, Zhao, X-L. Experimental and numerical study on strengthening of steel members subjected to impact loading using ultra-high modulus CFRP. Compos Constr (in press). http://dx.doi.org/10.1061/(ASCE)CC.1943-5614.0000703.

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