Effect of strain rate on compressive behaviour of high-strength concrete after exposure to elevated temperatures-Reference-Cited by-同舟云学术

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Effect of strain rate on compressive behaviour of high-strength concrete after exposure to elevated temperatures

Published:2016-07 Issue: Volume:83 Page:25-37
ISSN:0379-7112
Container-title:Fire Safety Journal
language:en
Short-container-title:Fire Safety Journal

Author:

Xiao Jianzhuang,Li Zhiwei,Xie Qinghai,Shen Luming

Funder

Chinese National 973 Plan

National Natural Science Foundation of PR China

Publisher

Elsevier BV

Subject

General Physics and Astronomy,Safety, Risk, Reliability and Quality,General Materials Science,General Chemistry

Reference38 articles.

1. Spalling of high-strength silica fume concrete in fire;Sanjayan;ACI Mater. J.,1993

2. Residual compressive behaviour of pre-heated high-performance concrete with blast-furnace-slag;Xiao;Fire Saf. J.,2006

3. Modelling of heated concrete;Khoury;Mag. Concr. Res.,2002

4. Strength and durability recovery of fire-damaged concrete after post-fire-curing;Poon;Cem. Concr. Res.,2001

5. Compressive behaviour of concrete at high strain rates;Bischoff;Mater. Struct.,1991

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