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基于有限元分析的木结构屋架耐火性能研究

刘栋栋 邓素芬

北京建筑大学学报Issue(1):1-7,7.
北京建筑大学学报Issue(1):1-7,7.

基于有限元分析的木结构屋架耐火性能研究

Research of the Fireproof Performance of Timber Roof Truss Based on Finite Element Analysis

刘栋栋 1邓素芬1

作者信息

  • 1. 北京建筑大学 土木与交通工程学院,北京 100044
  • 折叠

摘要

Abstract

To study the fireproof performance of wooden roof truss, a typical wooden roof truss of timberwork building in a scenic was chosen to conduct thermal_mechanical coupled analysis with finite element numerical analysis software, and the temperature field distribution was calculated and the deformation of roof truss under normal temperature and high temperature was analyzed in this paper. The influence of charring and temperature to deformation and the deformation law of member under normal temperature and high temperature was researched. The results show that high temperature in fire had significant impact on member deformation, the fireproof time of sheathing and rafter was less than 35 min, and the main members of roof truss meet the the requirements supplied by standards.

关键词

木结构/耐火性能/数值仿真

Key words

timber structure/fireproof performance/numerical simulation

分类

建筑与水利

引用本文复制引用

刘栋栋,邓素芬..基于有限元分析的木结构屋架耐火性能研究[J].北京建筑大学学报,2015,(1):1-7,7.

北京建筑大学学报

1004-6011

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