ANALYSIS OF FIRE TEMPERATURE DISTRIBUTION INFLUENCE ON STRENGTH PARAMETERS OF STEEL STRUCTURES

被引:0
|
作者
Bednarek, Zoja [1 ]
Kamocka-Bronisz, Renata [1 ]
机构
[1] Main Sch Fire Serv MSFS, Slowackiego St 52-54, PL-01629 Warsaw, Poland
关键词
structural steel; heating rate; fire temperatures; critical deformation; critical temperature; strength tests;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The analysis of high-temperature steel structure behaviour requires time-related effects to be taken into. Besides the absolute temperature value, a significant role for a steel structure component behaviour within a high temperature field is played by the temperature-vs-time relation and the dT/dt heating rate as indicated by the authors research. The purpose of the authors' research was determining the heating rate effect for selected strength parameters for two steel grades: S235JRG2 low-carbon general application steel, and S355J2G3 low-alloy high-strength steel. The authors' performed tests for structural steel in an unstable temperature field. The tests were performed under a linear temperature rise at various heating rates and for a constant sigma/fy stress value. It has been proven that the heating rate plays a significant role for structural steel component strength at higher temperatures, and that the heating rate should be considered in the strength analysis of structures exposed to high temperatures.
引用
收藏
页码:1199 / 1202
页数:4
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