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Post-fire behavior of cold-formed ultra-high strength steel tubular stub columns

机译:冷弯超高强度钢管短柱的击后行为

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摘要

This paper investigates the post-fire compressive behavior of thin-walled cold-formed Ultra-High Strength Steel (UHSS) tubular stub columns. The nominal 0.2% proof strength of the UHSS used in this study at room temperature is 1200 MPa. UHSS stub columns with length to diameter ratio (L/D) of 3 are axially compressed after being cooled from different fire temperatures to room temperature. The measured temperatures across the column height during heat-up and cooling phases, the stress-strain curves of the tested columns along with those obtained from the tensile coupon tests, residual strength values, slenderness values, and energy absorption of the tested specimens are all discussed for different fire temperatures.
机译:本文研究了薄壁冷弯超高强度钢管(UHSS)管状短柱的火灾后压缩行为。在这项研究中使用的UHSS在室温下的标称0.2%屈服强度为1200 MPa。将长径比(L / D)为3的UHSS短柱在从不同的着火温度冷却至室温后进行轴向压缩。在加热和冷却阶段整个柱高上测得的温度,被测柱的应力-应变曲线以及通过拉伸试样测试获得的温度,残余强度值,细长值和被测样品的能量吸收都是讨论了不同的着火温度。

著录项

  • 来源
    《Tubular structures XVI》|2018年|305-310|共6页
  • 会议地点
  • 作者单位

    Department of Civil Engineering, Monash University, Melbourne, Australia;

    Department of Civil Engineering, Monash University, Melbourne, Australia;

    Department of Civil Engineering, Monash University, Melbourne, Australia;

  • 会议组织
  • 原文格式 PDF
  • 正文语种 eng
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  • 关键词

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