High strain rate response of S355 at high temperatures

被引:48
作者
Forni, Daniele [1 ,2 ]
Chiaia, Bernardino [2 ]
Cadoni, Ezio [1 ]
机构
[1] Univ Appl Sci Southern Switzerland, DynaMat Lab, CH-6952 Canobbio, Switzerland
[2] Politecn Torino, Dept Struct Geotech & Bldg Engn, Turin, Italy
关键词
Fire induced progressive collapse; Robustness; High strain rates at high temperatures; Extreme combined effect; SHTB; S355 structural steel; Material constitutive law; Dynamic strain ageing; HIGH-STRENGTH STEEL; INTEGRATED ADAPTIVE ENVIRONMENT; WORLD-TRADE-CENTER; MECHANICAL-PROPERTIES; PROGRESSIVE COLLAPSE; BUILDING STRUCTURES; STRUCTURES SUBJECT; EXPLOSION ANALYSIS; FIRE; FRAMES;
D O I
10.1016/j.matdes.2015.12.160
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In this paper the high strain rate behaviour in tension and in a wide range of elevated temperatures of the S355 structural steel is presented. A SplitHopkinson Tensile Bar for themechanical characterisation at high strain rates, equipped with a water-cooled induction heating system is used. These data are collected with the purpose of evaluating the extreme combined effect of dynamic loadings and elevated temperatures (200 degrees C, 400 degrees C, 550 degrees C, 700 degrees C and 900 degrees C), e.g., a fire load followed by an explosion. The reduction factors for the main mechanical properties are reported. The novelty of our data is the addition of the strain rate dependency to the temperature. High strain rate tests at 550 degrees C highlighted the phenomenon known as blue brittleness where an increase of strength and a decrease of ductility were ascribed to the dynamic strain ageing. Focusing the attention on the thermal softening parameter, m, the widely used constitutive law proposed by Johnson and Cook during the eighties is critically reviewed highlighting some weaknesses. The results can be of great interest for the assessment of robustness in structures where a fire induced progressive collapse should be evaluated focusing the attention to the extreme combined effects. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码:467 / 478
页数:12
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  • [1] WAVE-PROPAGATION EFFECTS IN DYNAMIC LOADING
    ALBERTINI, C
    MONTAGNANI, M
    [J]. NUCLEAR ENGINEERING AND DESIGN, 1976, 37 (01) : 115 - 124
  • [2] Albertini C., 1974, Inst. Phys. Conf. Ser, V21, P22
  • [3] Advances in the Hopkinson bar testing of irradiated/non-irradiated nuclear materials and large specimens
    Albertini, Carlo
    Cadoni, Ezio
    Solomos, George
    [J]. PHILOSOPHICAL TRANSACTIONS OF THE ROYAL SOCIETY A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES, 2014, 372 (2015):
  • [4] [Anonymous], 2005, EUROCODE 3 DESIGN 1
  • [5] [Anonymous], 2006, EUROCODE 1 ACTIONS 1
  • [6] [Anonymous], 2005, EN100252
  • [7] [Anonymous], 2005, EUROCODE 3 DESIGN 1
  • [8] [Anonymous], 2005, Specification for Structural Steel Buildings
  • [9] [Anonymous], 1969, TM51300
  • [10] Mechanics of progressive collapse: Learning from world trade center and building demolitions
    Bazant, Zdenek P.
    Verdure, Mathieu
    [J]. JOURNAL OF ENGINEERING MECHANICS-ASCE, 2007, 133 (03): : 308 - 319