A computationally rigorous approach to hybrid fire testing

被引:15
作者
Schulthess, Patrick [1 ]
Neuenschwander, Martin [2 ]
Mosalam, Khalid M. [3 ]
Knobloch, Markus [4 ]
机构
[1] Swiss Fed Inst Technol, Inst Struct Engn, Stefano Franscini Pl 5, CH-8093 Zurich, Switzerland
[2] Univ Calif Berkeley, Pacific Earthquake Engn Res Ctr, 325 Davis Hall, Berkeley, CA 94720 USA
[3] Univ Calif Berkeley, Pacific Earthquake Engn Res Ctr, 723 Davis Hall, Berkeley, CA 94720 USA
[4] Ruhr Univ Bochum, Inst Steel Lightweight & Composite Struct, Univ Str 150, D-44801 Bochum, Germany
基金
瑞士国家科学基金会;
关键词
Hybrid testing; Experimental sub-structuring; Structural fire engineering; Large-scale structural systems in fire; Performance-based structural fire design; Finite element analysis; SEISMIC PERFORMANCE EVALUATION; SHAKING TABLE CONFIGURATION; MECHANICAL-PROPERTIES; STRUCTURAL-STEEL; SIMULATION; BEHAVIOR; CONCRETE; STRAIN; EQUIPMENT; COLUMNS;
D O I
10.1016/j.compstruc.2020.106301
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Real fire incidents have shown that the structural systems of high-rise buildings perform much better during a fire attack than what classical structural fire analysis predicts. The reason behind this phenomenon is the empirically established fact that beneficial interaction mechanisms evolve between the fire-exposed and the fire-unexposed parts of structural systems. However, there is no computational method available to reliably quantify such interaction mechanisms for design purposes. Pure numerical methods are too uncertain, because they cannot be validated, and isolated structural member testing does not allow considering the interaction. Hybrid fire testing, however, can precisely fill this fundamental methodological gap when set up as an extended finite-element analysis technique. Here, we provide the first computationally rigorous method for hybrid fire testing. We have validated the novel method with several proof-of-concept tests covering the entire temperature-range relevant for structural fire engineering. In contrast to other approaches, only our method can deal, so far, at the same time suitably, accurately and robustly with the experimental and computational challenges of temperature-dependent material behavior. We therefore place hybrid fire testing on a sound scientific basis enabling existing fire test facilities to do more realistic (hybrid) assessments of the fire performance of structural systems. (C) 2020 Elsevier Ltd. All rights reserved.
引用
收藏
页数:20
相关论文
共 78 条
  • [1] [Anonymous], THESIS
  • [2] [Anonymous], 1992, BHPRENGR92043SG2C
  • [3] [Anonymous], 2011, 376 ISO
  • [4] [Anonymous], 1991, INV BROADG PHAS 8 FI
  • [5] [Anonymous], 199312 CEN
  • [6] [Anonymous], 2011, ABAQUS 6 11 1 COMP S
  • [7] ASTM (American Society for Testing and Materials), 1985, E119 ASTM
  • [8] Holistic behaviour of concrete buildings in fire
    Bailey, C
    [J]. PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, 2002, 152 (03) : 199 - 212
  • [9] Bailey C.G., 2000, STRUCT ENG, V78, P19
  • [10] Theoretical Evaluation of Hybrid Simulation Applied to Continuous Plate Structures
    Bakhaty, Ahmed A.
    Govindjee, Sanjay
    Mosalam, Khalid M.
    [J]. JOURNAL OF ENGINEERING MECHANICS, 2016, 142 (12)