Experimental study on fire resistance of h-shaped steel beams with high strength bolted joints

被引:0
|
作者
Hirashima T. [1 ]
Toyoda K. [2 ]
Yatagai A. [1 ]
Esaki Y. [1 ]
Tasaka S. [2 ]
Yoshida M. [2 ]
Masuda H. [3 ]
Harada K. [4 ]
机构
[1] School of Engineering, Chiba Univ.
[2] Dept. of Fire Engineering, Building Research Institute
[3] School of Engineering, Kyoto Univ.
来源
Journal of Structural and Construction Engineering | 2010年 / 75卷 / 658期
关键词
Bending Strength; Critical Temperature; Fire Resistance; H-shaped Steel Beams; High Strength Bolted Joints; Rotational Capacity;
D O I
10.3130/aijs.75.2257
中图分类号
学科分类号
摘要
This paper presents a experimental study on the structural behavior of H-shaped stee! beams with high strength bolted joints in case of fire. Load bearing fire tests were carried out under rotational restraint conditions at the both ends of the beam in order to investigate the temperature distribution of steel beams, the rotational performance of the friction type high strength bolted joints at high temperature, and the relation of critical temperature of steel beams with joints to permanent loads. Their critical temperatures of steel beams with joints are approximated by applying the strength of joints to the simple plastic theory because the rotational capacity of beam joints is remarkably improved at elevated temperature.
引用
收藏
页码:2257 / 2265
页数:8
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