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既有桁架屋盖建筑火致倒塌试验与数值模拟

李晋宇 杨晓琳 江黎明 聂勇峰 罗齐 李国强 朱劭骏 张超 陈彬 吉蔚 戚洪辉 王尧 陈楠

建筑结构学报2025,Vol.46Issue(3):153-163,11.
建筑结构学报2025,Vol.46Issue(3):153-163,11.DOI:10.14006/j.jzjgxb.2024.0210

既有桁架屋盖建筑火致倒塌试验与数值模拟

Experimental and numerical study on fire-induced collapse of an existing truss roof building

李晋宇 1杨晓琳 2江黎明 3聂勇峰 4罗齐 5李国强 6朱劭骏 1张超 7陈彬 8吉蔚 1戚洪辉 1王尧 1陈楠8

作者信息

  • 1. 同济大学土木工程学院,上海 200092
  • 2. 中国安全生产科学研究院,北京 100012
  • 3. 香港理工大学建筑环境及能源工程学系,香港 999077
  • 4. 湖北省消防救援总队,湖北武汉 430061
  • 5. 宜昌市消防救援支队,湖北宜昌 443003
  • 6. 同济大学土木工程学院,上海 200092||同济大学土木工程防灾国家重点实验室,上海 200092
  • 7. 武汉大学土木建筑工程学院,湖北武汉 430072
  • 8. 上海城建信息科技有限公司,上海 200092
  • 折叠

摘要

Abstract

To investigate the temperature rise patterns and structural responses of large-space buildings like truss roof structures under fire,a fire collapse test was conducted on an actual steel-concrete mixed truss roof building.The test utilized stacks of wood as the fire source.The thermocouples,weighbridges,microwave radars,and high-temperature resistant inclinometers were used to measure the heat release rate of the fire source,internal air temperature of the building,temperature of structural components,and the displacements and rotations of key joints.The study identified the characteristics of the temperature rise and the laws of change in displacements and rotations of the structures under real fire conditions.Field simulation and finite element methods were employed to simulate the building's air temperature field and the thermal-structural coupled response,respectively.The accuracy of the numerical simulations was validated against the test results.The study reveals that the gas temperature field of the building shows a distinctly uneven distribution.The temperature range at the measurement points is from 500℃ to 900℃.The combustion pattern of the fire source could be divided into four stages:flashover,slow rise,steady state,and decay.The variation trend of the air temperature field is generally consistent with the variation of the heat release rate.The collapse of the mixed truss roof is initiated by bending failure of the top concrete chord,which is distinctly different from the collapse mechanisms due to buckling failure in pure steel trusses.The field simulation can accurately reproduce the air temperature distribution within the truss,and the simulation accuracy increases as the distance from the fire source increasing.The measurement points far from the five source are generally consistent with the simulation results.Finite element simulation can accurately determine the collapse mode,primarily due to bending failure,and the deformation patterns of the truss.

关键词

桁架/火灾/倒塌试验/场模拟/热力耦合/倒塌模式

Key words

truss/fire/collapse test/field simulation/thermal-structural coupling/collapse mode

分类

建筑与水利

引用本文复制引用

李晋宇,杨晓琳,江黎明,聂勇峰,罗齐,李国强,朱劭骏,张超,陈彬,吉蔚,戚洪辉,王尧,陈楠..既有桁架屋盖建筑火致倒塌试验与数值模拟[J].建筑结构学报,2025,46(3):153-163,11.

基金项目

上海市浦江人才计划(22PJ1414000). (22PJ1414000)

建筑结构学报

OA北大核心

1000-6869

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