摘要
:对 8 6个混凝土试块在常温～ 1 0 0 0℃范围内温度作用后 ,进行了强度与变形试验和理论分析工作 ,主要包括混凝土抗压强度、抗拉强度、轴心抗压强度及弹性模量等几个方面 .探讨了高温作用后混凝土强度和变形的变化规律 ,着重分析它们与作用温度的相互关系 。
In order to investigate the effect of temperature (from normal atmospheric temperature to 1000℃)caused by fire on the strength and deformation of concrete,a total of 86 specimens have been performed under different temperature conditions.The content consists of the ultimate tension and tensile,axial tension and elasticity modulus of concrete subjected to fire and then cooled in air.The regularity and mechanism of change in concrete on strength and deformation after high temperature are analyzed,Emphasis is laid on the relationship between temperature and the strength and deformation,and the relevant formulas are proposed in this paper.
出处
《长沙铁道学院学报》
EI
CSCD
2000年第2期13-16,21,共5页
Journal of Changsha Railway University
基金
湖南省中青年科技基金 !( 97-2 5 0 -5 )
关键词
高温
混凝土
强度
变形
弹性模量
high temperature
concrete
strength
deformation
elasticity modulus
