Effects of cement dosage and cooling regimes on the compressive strength of concrete after post-fire-curing from 800 °C-Reference-Cited by-同舟云学术

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Effects of cement dosage and cooling regimes on the compressive strength of concrete after post-fire-curing from 800 °C

Published:2017-07 Issue: Volume:142 Page:208-220
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Li Lang,Jia Pu,Dong Jiangfeng,Shi Long,Zhang Guomin,Wang Qingyuan

Funder

Program for Changjiang Scholars and Innovate Research Team of China

National Natural Science Foundation of China

Science & Technology Support Program of Sichuan Province

China Scholarship Council

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference33 articles.

1. Compressive strength and pore structure of high-performance concrete after exposure to high temperature up to 800°C;Chan;Cem. Concr. Res.,2000

2. Physicochemical, mineralogical, and morphological characteristics of concrete exposed to elevated temperatures;Handoo;Cem. Concr. Res.,2002

3. Post-fire behavior of bond between high strength pozzolanic concrete and reinforcing steel;Haddad;Constr. Build. Mater.,2004

4. Study on concrete at high temperature in China – an overview;Xiao;Fire Saf. J.,2004

5. The effects of high temperature on compressive and flexural strengths of ordinary and high-performance concrete;Husem;Fire Saf. J.,2006

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