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高强度螺栓过火冷却后力学性能试验研究

楼国彪 俞珊 王锐

建筑结构学报2012,Vol.33Issue(2):33-40,8.
建筑结构学报2012,Vol.33Issue(2):33-40,8.

高强度螺栓过火冷却后力学性能试验研究

Mechanical properties of high-strength bolts after fire

楼国彪 1俞珊 2王锐2

作者信息

  • 1. 同济大学土木工程防灾国家重点实验室,上海200092
  • 2. 同济大学土木工程学院,上海200092
  • 折叠

摘要

Abstract

High-strength bolts which are widely used in steel structural connections are more temperature-sensitive than hot finished steel. To obtain the mechanical properties of high-strength bolts after fire including stress-strain curves, strength and elasticity modulus, a series of experiments on 8.8S bolts and 10. 9S bolts were carried out in this study. In order to simulate the real situations in event of fire, both natural cooling and water cooling were employed in the tests. The test results show that heating and cooling have a great effect on the mechanical properties of high-strength bolts after fire when the temperature of high-strength bolts attained is above 400℃. And the effect of natural cooling is very different from that of water cooling when attained temperature is above 700℃. After natural cooling, the stressstrain curves become softer and more ductile, and the strength is regained slightly. After water cooling, the ductility reduces significantly whereas the strength is regained to a great extent. For 10. 9S high-strength bolts subjected to water cooling the post-fire strength even exceeds the normal strength approximately 20% when the attained temperature is in excess of 800℃.

关键词

高强度螺栓/自然冷却/泼水冷却/受火试验/受火后静力试验/力学性能

Key words

high-strength bolt/natural cooling/water cooling/fire test/static test after fire/mechanical properties

分类

建筑与水利

引用本文复制引用

楼国彪,俞珊,王锐..高强度螺栓过火冷却后力学性能试验研究[J].建筑结构学报,2012,33(2):33-40,8.

基金项目

科技部国家重点实验室基础研究项目(SLDRCE08-C-01),国家自然科学基金项目(50308019). ()

建筑结构学报

OA北大核心CSCDCSTPCD

1000-6869

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