Rate-dependent compressive behavior of concrete confined with Large-Rupture-Strain (LRS) FRP-Reference-Cited by-同舟云学术

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Rate-dependent compressive behavior of concrete confined with Large-Rupture-Strain (LRS) FRP

Published:2021-09 Issue: Volume:272 Page:114199
ISSN:0263-8223
Container-title:Composite Structures
language:en
Short-container-title:Composite Structures

Author:

Yan Zhi-Wei,Bai Yu-Lei,Ozbakkaloglu Togay,Gao Wan-Yang,Zeng Jun-Jie

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference52 articles.

1. Dynamic behavior of concrete at high strain rates and pressures: I. Experimental characterization;Grote;Int J Impact Eng,2001

2. Effect of specimen size on static Strength and dynamic increase factor of high-strength concrete from SHPB test;Wang;J Test Eval,2011

3. Experimental and modeling study of dynamic mechanical properties of cement paste, mortar and concrete;Chen;Constr Build Mater,2013

4. Rate dependent behavior and modeling of concrete based on SHPB experiments;Al-Salloum;Cem Concr Compos,2015

5. Compressive strength of concrete cores under high strain rates;Chen;J Perform Constr Facil,2015

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