首页> 外文期刊>Journal of Constructional Steel Research >Distortional Buckling Tests Of Cold-formed Steel Compression Members At Elevated Temperatures
【24h】

Distortional Buckling Tests Of Cold-formed Steel Compression Members At Elevated Temperatures

机译:高温下冷弯型钢受压构件的变形屈曲试验

获取原文
获取原文并翻译 | 示例
       

摘要

In recent times, light gauge cold-formed steel sections have been used extensively since they have a very high strength to weight ratio compared with thicker hot-rolled steel sections. However, they are susceptible to various buckling modes including a distortional mode and hence show complex behaviour under fire conditions. Therefore, a research project based on detailed experimental studies was undertaken to investigate the distortional buckling behaviour of light gauge cold-formed steel compression members under simulated fire conditions. More than 150 axial compression tests were undertaken at uniform ambient and elevated temperatures. Two types of cross sections were selected with nominal thicknesses of 0.60, 0.80, and 0.95 mm. Both low (G250) and high (G550) strength steels were used. Distortional buckling tests were conducted at six different temperatures in the range of 20-800 ℃. The ultimate loads of compression members subject to distortional buckling were then used to review the adequacy of the current design rules at ambient and elevated temperatures. This paper presents the details of this experimental study and the results.
机译:近年来,轻型冷弯型钢与厚型热轧型钢相比具有很高的强度重量比,因此已被广泛使用。然而,它们易受包括扭曲模式在内的各种屈曲模式的影响,因此在火灾条件下表现出复杂的行为。因此,进行了基于详细实验研究的研究项目,以研究轻型冷弯型钢受压构件在模拟火灾条件下的变形屈曲行为。在均匀的环境温度和升高的温度下进行了150多次轴向压缩测试。选择两种类型的横截面,其标称厚度分别为0.60、0.80和0.95 mm。低强度(G250)和高强度(G550)钢都被使用。变形屈曲测试是在20-800℃范围内的六个不同温度下进行的。然后,将受压构件承受变形屈曲的极限载荷用于评估当前设计规则在环境温度和高温下的适当性。本文介绍了这项实验研究的细节和结果。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号