A performance based methodology for fire design of restrained steel beams

被引:53
|
作者
Dwaikat, M. M. S. [1 ]
Kodur, V. K. R. [1 ]
机构
[1] Michigan State Univ, Dept Civil & Environm Engn, E Lansing, MI 48824 USA
基金
美国国家科学基金会;
关键词
Fire resistance; Catenary action; Elasto-plastic response; Fire response; Local buckling; Restrained steel beams; STRUCTURAL BEHAVIOR; I-BEAMS; TEMPERATURE;
D O I
10.1016/j.jcsr.2010.09.004
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A performance based approach is developed for assessing the fire resistance of restrained beams. The proposed approach, based on equilibrium and compatibility principles, takes into consideration the influence of many factors including fire scenario, end restraints, connection configuration (location of axial restraint force), thermal gradient, load level, beam geometry, and failure criteria in evaluating fire resistance. The validity of the approach is established by comparing the predictions from the proposed approach with results obtained from rigorous finite element analysis. The applicability and rationality of the proposed approach to practical design situations is illustrated through a numerical example. (C) 2010 Elsevier Ltd. All rights reserved.
引用
收藏
页码:510 / 524
页数:15
相关论文
共 50 条
  • [21] A B-splines-based GBT formulation for modeling fire behavior of restrained steel beams
    Duan, Liping
    Zhao, Jincheng
    Liu, Sai
    Zhang, Daxu
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2016, 116 : 65 - 78
  • [22] Elevated temperature performance of restrained stainless steel beams
    Pournaghshband, A.
    Afshan, S.
    Theofanous, M.
    STRUCTURES, 2019, 22 : 278 - 290
  • [23] Fire and post-fire performance of blind-bolted concrete-filled steel tubular joints with restrained steel beams: Experiment and simulation
    Song, Tian-Yi
    Zhu, Di
    Zhou, Hongyuan
    Xiang, Kai
    Chen, Zheng
    THIN-WALLED STRUCTURES, 2023, 193
  • [24] Behaviour and design of restrained steel column in fire, Part 1: Fire test
    Li, Guo-Qiang
    Wang, Peijun
    Wang, Yongchang
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2010, 66 (8-9) : 1138 - 1147
  • [25] Numerical study on the fire behaviour of restrained steel-concrete composite beams
    Ding, Fa-xing
    Wang, Wenjun
    Jiang, Binhui
    JOURNAL OF BUILDING ENGINEERING, 2023, 70
  • [26] Large deflection response of restrained steel beams under fire and explosion loads
    Xi, Feng
    SPRINGERPLUS, 2016, 5
  • [27] Considering catenary action in designing end-restrained steel beams in fire
    Yu, HX
    Liew, JYR
    ADVANCES IN STRUCTURAL ENGINEERING, 2005, 8 (03) : 309 - 324
  • [28] Numerical studies on large deflection behaviors of restrained castellated steel beams in a fire
    Wang, Peijun
    Ma, Ning
    Wang, Xudong
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2014, 100 : 136 - 145
  • [29] Structural responses of axially restrained steel beams with semirigid moment connection in fire
    Tan, KH
    Huang, ZF
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2005, 131 (04): : 541 - 551
  • [30] Fire performance of axially restrained steel reinforced concrete columns
    Zheng C.
    Wang G.
    Li Y.
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2022, 43 (08): : 154 - 161