Hybrid fire testing

Author:

Sauca Ana,Gernay Thomas,Robert Fabienne,Tondini Nicola,Franssen Jean-Marc

Abstract

Purpose The purpose of this paper is to propose a method for hybrid fire testing (HFT) which is unconditionally stable, ensures equilibrium and compatibility at the interface and captures the global behavior of the analyzed structure. HFT is a technique that allows assessing experimentally the fire performance of a structural element under real boundary conditions that capture the effect of the surrounding structure. Design/methodology/approach The paper starts with the analysis of the method used in the few previous HFT. Based on the analytical study of a simple one degree-of-freedom elastic system, it is shown that this previous method is fundamentally unstable in certain configurations that cannot be easily predicted in advance. Therefore, a new method is introduced to overcome the stability problem. The method is applied in a virtual hybrid test on a 2D reinforced concrete beam part of a moment-resisting frame. Findings It is shown through analytical developments and applicative examples that the stability of the method used in previous HFT depends on the stiffness ratio between the two substructures. The method is unstable when implemented in force control on a physical substructure that is less stiff than the surrounding structure. Conversely, the method is unstable when implemented in displacement control on a physical substructure stiffer than the remainder. In multi-degrees-of-freedom tests where the temperature will affect the stiffness of the elements, it is generally not possible to ensure continuous stability throughout the test using this former method. Therefore, a new method is proposed where the stability is not dependent on the stiffness ratio between the two substructures. Application of the new method in a virtual HFT proved to be stable, to ensure compatibility and equilibrium at the interface and to reproduce accurately the global structural behavior. Originality/value The paper provides a method to perform hybrid fire tests which overcomes the stability problem lying in the former method. The efficiency of the new method is demonstrated in a virtual HFT with three degrees-of-freedom at the interface, the next step being its implementation in a real (laboratory) hybrid test.

Publisher

Emerald

Subject

Mechanical Engineering,Mechanics of Materials,Safety, Risk, Reliability and Quality

Reference24 articles.

1. Elkhoraibi, T. and Mosalam, K.M. (2007), Generalized Hybrid Simulation Framework for Structural Systems Subjected to Seismic Loading, PEER Report 2007/101, Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA.

2. A method of finite element tearing and interconnecting and its parallel solution algorithm;International Journal for Numerical Methods in Engineering,1991

3. SAFIR, a thermal/structural program modelling structures under fire;A.I.S.C. Engineering Journal,2005

4. Modeling structures in fire with SAFIR®: theoretical background and capabilities;Journal of Structural Fire Engineering,2017

5. Hosser, D., Ameler, J., Dorn, T.H. and Gensel, B. (1993), “Entwicklung einer ‘Intelligenten Prüfmaschine’ zur Untersuchung von Gesamttragwerken unter lokaler Brandbeanspruchung. Zwischenbericht zur 2. Phase des Forschungsvorhabens”, iBMB, TU Braunschweig, Juni 1993.

Cited by 24 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. Advances in hybrid fire simulation – A novel stiffness-update method for real-time implementation;Journal of Constructional Steel Research;2024-12

2. Real-time hybrid simulation to capture column buckling in steel frames under fire;Journal of Constructional Steel Research;2024-11

3. Hybrid simulation of a steel frame with Dissipative Replaceable Link Frames;Bulletin of Earthquake Engineering;2024-04-25

4. The Impact of Various Heating Rates on Real-Time Degree of Hybrid Fire Simulation;Fire Technology;2024-01-03

5. Validating hybrid fire testing with full-physical twin experiments;Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences;2022-10

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