The effect of post-fire-curing on strength–velocity relationship for nondestructive assessment of fire-damaged concrete strength-Reference-Cited by-同舟云学术

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The effect of post-fire-curing on strength–velocity relationship for nondestructive assessment of fire-damaged concrete strength

Published:2011-05 Issue:4 Volume:46 Page:178-185
ISSN:0379-7112
Container-title:Fire Safety Journal
language:en
Short-container-title:Fire Safety Journal

Author:

Lin Yiching,Hsiao Chiamen,Yang Hsuanchih,Lin Yu-Feng

Publisher

Elsevier BV

Subject

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

Reference13 articles.

1. Microstructure of fire-damaged concrete;Georgali;Cement and Concrete Composites,2005

2. Effect of exposure time and rates of heating and cooling on residual strength of heated concrete;Mohamedbhai;Magazine of Concrete Research,1986

3. Residual strength and pore structure of high-strength concrete and normal strength concrete after expose to high temperature;Chan;Cement and Concrete Composites,1999

4. Mechanical properties of high-strength concrete after fire;Li;Cement and Concrete Research,2004

5. Compressive strength of concrete at high temperatures: a reassessment;Khoury;Magazine on Concrete Research,1992

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