Fire resistance and spalling performance of confined concrete columns

被引：70

作者：

Shah, Asif H. ^{[1
]}

Sharma, U. K. ^{[2
]}

机构：

[1] Univ Sheffield, Dept Civil Engn Struct Engn, Sheffield, S Yorkshire, England

[2] Indian Inst Technol Roorkee, Dept Civil Engn, Roorkee, Uttarakhand, India

来源：

CONSTRUCTION AND BUILDING MATERIALS | 2017年 / 156卷

关键词：

Reinforced concrete columns; Fire resistance; Confinement; Reinforcement; Spalling; STRENGTH; DUCTILITY; ENDURANCE;

D O I：

10.1016/j.conbuildmat.2017.08.167

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The most important component of passive fire protection of buildings is fire resistance, which is designed to prevent spread of fire and structural collapse in fire. In this paper, results from fire resistance experiments on eight different types of reinforced columns (RC) are presented. The study was undertaken to study the effect of concrete strength, confining reinforcement and the configuration of confining reinforcement on the fire resistance of RC columns. The results show that these parameters of confinement have a marked role to play in the fire rating of the reinforced concrete columns. The disadvantage of high strength concrete being prone to spalling can be mitigated by the enhanced confinement of the RC columns. A simplified design equation, to determine effect of confinement on fire resistance of RC columns, has been arrived at. (C) 2017 Elsevier Ltd. All rights reserved.

引用

页码：161 / 174

页数：14

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