Residual compressive strength and freeze–thaw resistance of ordinary concrete after high temperature-Reference-Cited by-同舟云学术

Residual compressive strength and freeze–thaw resistance of ordinary concrete after high temperature

Published:2014-03 Issue: Volume:54 Page:596-604
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Wu Yaopeng,Wu Bo

Publisher

Elsevier BV

Subject

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

Reference30 articles.

1. Effects of elevated temperatures on properties of concrete;Omer;Fire Saf J,2007

2. Recycled concrete made with different natural coarse aggregates exposed to high temperature;Claudio;Constr Build Mater,2009

3. Properties and behavior of self-compacting concrete produced with GBFS and FA additives subjected to high temperatures;Mucteba;Constr Build Mater,2012

4. Residual stress–strain relationship for concrete after exposure to high temperatures;Chang;Cem Concr Res,2006

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

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