Modelling the influence of steel structure compartment geometry on travelling fires

Author:

Charlier Marion1ORCID,Gamba Antonio2ORCID,Dai Xu3ORCID,Welch Stephen4ORCID,Vassart Olivier5ORCID,Franssen Jean-Marc6ORCID

Affiliation:

1. Research engineer, ArcelorMittal Global R&D, Esch/Alzette, Luxembourg (corresponding author: )

2. PhD candidate, Department of Urban and Environment Engineering (UEE), Liège University, Liège, Belgium

3. Post-doctoral Research Associate, School of Engineering, BRE Centre for Fire Safety Engineering, The University of Edinburgh, Edinburgh, UK

4. Senior Lecturer, School of Engineering, BRE Centre for Fire Safety Engineering, The University of Edinburgh, Edinburgh, UK

5. Professor, ArcelorMittal Steligence, Esch/Alzette, Luxembourg

6. Professor, Department of Urban and Environment Engineering (UEE), Liège University, Liège, Belgium

Abstract

The response of structures exposed to fire is highly dependent on the type of fire that occurs, which is in turn very dependent on the compartment geometry. In a European research project, computational fluid dynamics simulations were carried out to analyse the influence of compartment geometry and the interaction with representative fuel loads to explore the conditions leading to the development of a travelling fire. The influence observed of ceiling height, crib spacing and opening geometry in controlling spread rates tended to confirm the possibility of predicting the occurrence, or not, of a travelling fire. The results of one analysis were then used to perform a non-linear thermo-mechanical analysis of a steel structure. It was possible to use the radiative intensities and gas temperatures obtained with a computational fluid dynamics model to calculate with a finite-element model the temperatures in structural elements located in the compartment, and to evaluate the structural behaviour of a frame made of these elements. This paper therefore highlights the effect of building design specifications on the temperature development and on the resulting mechanical behaviour of a steel structure where the travelling nature of a fire has been considered comprehensively.

Publisher

Thomas Telford Ltd.

Subject

Building and Construction,Civil and Structural Engineering

Reference20 articles.

1. A critical review of “travelling fire” scenarios for performance-based structural engineering

2. An extended travelling fire method framework for performance‐based structural design

3. Degler J and Eliasson A (2015) A Priori Modeling of the Tisova Fire Test in FDS. Bachelor's thesis, Luleå University of Technology, Luleå, Sweden.

Cited by 9 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Consequence-Oriented Fire Intensity Optimization for Structural Design under Uncertainty;Journal of Structural Engineering;2024-04

2. “Scaling-up” fire spread on wood cribs to predict a large-scale travelling fire test using CFD;Advances in Engineering Software;2024-03

3. Experimental study on vibration serviceability of cold-formed thin-walled steel floor;STEEL COMPOS STRUCT;2023

4. Award-winning paper in 2021;Proceedings of the Institution of Civil Engineers - Structures and Buildings;2023-01

5. An engineering CFD model for fire spread on wood cribs for travelling fires;Advances in Engineering Software;2022-11

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3