消防科学与技术2024,Vol.43Issue(10) :1379-1387.DOI:10.20168/j.1009-0029.2024.10.1379.09

实际火灾场景下不锈钢伞状结构倒塌分析

Collapse analysis of stainless steel umbrella structure in actual fire scene

陈威 宗金辉 沈丹月
消防科学与技术2024,Vol.43Issue(10) :1379-1387.DOI:10.20168/j.1009-0029.2024.10.1379.09

实际火灾场景下不锈钢伞状结构倒塌分析

Collapse analysis of stainless steel umbrella structure in actual fire scene

陈威 1宗金辉 1沈丹月1
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作者信息

  • 1. 河北工业大学 土木与交通学院,天津 300401
  • 折叠

摘要

为研究不锈钢伞状结构在实际火灾场景下的倒塌机制,本文以一个缩尺1:4的不锈钢伞状结构火灾试验为基础,建立并验证了有限元分析模型,通过热-结构耦合分析方法,对其在不同火灾场景下的抗火性能进行研究.结果表明:火源位置改变对伞状结构耐火性能有明显影响,当火源处于同一水平高度时,发生在截面面积小的次支杆下方的火灾将引起结构整体倒塌破坏,而当火源位于主支杆下方时,仅引起受火区域内结构的局部破坏,剩余结构仍有一定的承载能力.

Abstract

In order to study the collapse mechanism of the stain-less steel umbrella structure under actual fire scenarios,this paper establishes and validates a finite element analysis model based on the fire test of a stainless steel umbrella structure with a scaled-down size of 1:4.The thermal-structural coupling analysis method is then employed to research the fire-resistant perfor-mance of the structure under different fire scenarios.The results demonstrate that the relocation of the fire source has a consider-able impact on the fire resistance performance of the umbrella structure.When the fire source is at the same horizontal height,the fire that occurs under the secondary strut with a small cross-sectional area will cause the entire structure to collapse and suffer damage,whereas when the fire source is located under the pri-mary strut,it will only cause localised damage to the structure in the area under fire,with the remaining structure retaining a cer-tain load-bearing capacity.

关键词

不锈钢/伞状结构/温度场模拟/热-结构耦合分析/连续倒塌

Key words

stainless steel/umbrella structure/temperature field simulation/thermal-structural coupling analysis/continuous col-lapse

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出版年

2024
消防科学与技术
中国消防协会

消防科学与技术

CSTPCD北大核心
影响因子:0.846
ISSN:1009-0029
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