Experimental, analytical and numerical assessment of the bond-slip behaviour in concrete-filled-FRP tubes-Reference-Cited by-同舟云学术

Experimental, analytical and numerical assessment of the bond-slip behaviour in concrete-filled-FRP tubes

Published:2020-12 Issue: Volume:225 Page:111254
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Ali Ahmed Mohamed,Dieng Lamine,Masmoudi Radhouane

Funder

Natural Sciences and Engineering Research Council of Canada

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference18 articles.

1. Structural performance of new fully and partially concrete-filled rectangular frp-tube beams;Abouzied;Constr Build Mater,2015

2. A stress-path dependent stress-strain model for frp-confined concrete;Lai;Eng Struct,2020

3. Experimental investigation of bond and tube thickness effect on the flexural behavior of concrete-filled fpr tube under lateral cyclic loading;Ali;J King Saud Univ Eng Sci,2019

4. Flexural strength and behavior of steel and frp-reinforced concrete-filled frp tube beams;Mohamed;Eng Struct,2010

5. Axial load capacity of concrete-filled frp tube columns: Experimental versus theoretical predictions;Mohamed;J Compos Constr,2010

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