Influences of Temperature and Time on Concrete Compressive Strength after Natural Cooling

被引：1

作者：

Zi, Wei ^{[1
]}

Yu, Zhiwu ^{[1
]}

Liu, Peng ^{[1
]}

Li, Zuoshan ^{[2
]}

机构：

[1] Cent S Univ, Civil Engn Coll, Changsha 410075, Hunan, Peoples R China

[2] Changsha Univ, Dept Civil Engn, Changsha 410003, Hunan, Peoples R China

来源：

PROGRESS IN INDUSTRIAL AND CIVIL ENGINEERING, PTS. 1-5 | 2012年 / 204-208卷

关键词：

Temperature; Time; Concrete; Compressive Strength; Natural Cooling;

D O I：

10.4028/www.scientific.net/AMM.204-208.2990

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

The mechanical properties of C40 ordinary concrete after different temperature and time were experimentally researched. A detailed review of experimental phenomena and the influence of the significant parameters were given, and the relationship between the compressive strength and temperature and time were discussed. The experiment showed that with the exposure of temperature and time increasing, the concrete cubic compressive strength tends to decrease generally. According to the experiment results, the formula for strength-temperature-time relationship after the fire was built. According to the coupling effects of temperature and time to the compressive strength, a new fire size classification standard was established.

引用

页码：2990 / +

页数：2

共 6 条

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