Effect of high temperature and cooling conditions on aerated concrete properties

被引:41
作者
Tanacan, Leyla [1 ]
Ersoy, Halit Yasa [2 ]
Arpacioglu, Uemit [2 ]
机构
[1] Istanbul Tech Univ, Fac Architecture, TR-34437 Istanbul, Turkey
[2] Mimar Sinan Univ Fine Arts, Fac Architecture, TR-80040 Istanbul, Turkey
关键词
Aerated concrete; High temperature; Fire; Young's modulus of elasticity; Compressive strength; Splitting strength; HIGH-PERFORMANCE CONCRETE; ELEVATED-TEMPERATURES; STRENGTH;
D O I
10.1016/j.conbuildmat.2008.08.007
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this study, effect of elevated temperatures and various cooling regimes on the properties of aerated concrete is investigated. Air cooled materials are tested at room temperature and in hot condition right after the fire. Water quenching effect is determined by testing the material in wet condition right after the quenching and in dry condition at room temperature. Unstressed strength of the material tested hot is relatively higher than air cooled unstressed residual strength up to 600 degrees C. On the other hand, water quenching decreases the percentage of the strength particularly when the material is wet right after the quenching: strength is lost gradually as the temperature rises. As a result, if the quenching effect is disregarded, temperature rise does not have a considerable effect on the strength of the aerated concrete approximately up to 700-800 degrees C. It is able to maintain its volumetric stability as well. However, more care needs to he taken in terms of its use above 800 degrees C for fire safety. (C) 2008 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1240 / 1248
页数:9
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