Influence of stress concentration and cooling methods on post-fire mechanical behavior of ASTM A36 steels

被引:67
作者
Sajid, Hizb Ullah [1 ]
Kiran, Ravi [1 ]
机构
[1] North Dakota State Univ, Dept Civil & Environm Engn, Fargo, ND 58105 USA
关键词
ASTM A36 steel; Stress triaxiality; Post-fire ductility; Post-fire residual factors; Phase transformation in structural steel; HIGH-STRENGTH STEEL; STRUCTURAL-STEEL; FRACTURE; EXPOSURE; TEMPERATURE; TRIAXIALITY; MARTENSITE; MODEL;
D O I
10.1016/j.conbuildmat.2018.08.006
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study aims to investigate the influence of stress triaxiality and cooling methods on post-fire mechanical behavior of ASTM A36 steels. To this end, ASTM A36 notched steel specimens are designed to generate a range of stress triaxialities. These specimens are subjected to target temperatures of 500 degrees C, 600 degrees C, 700 degrees C, 800 degrees C, 900 degrees C and 1000 degrees C, and then cooled down to room temperature using air-cooling and water-cooling methods. These specimens are then uniaxially tested to determine their post-fire mechanical properties. Non-linear finite element analysis is conducted using post-fire mechanical properties to obtain stress triaxiality distribution in notched test specimens subjected to different target temperatures and cooling methods. Finally, a Scanning Electron Microscope (SEM) study is conducted on fractured surfaces of representative un-notched and notched test specimens to investigate the influence of high stress triaxiality and cooling methods on fracture initiation and propagation mechanisms. The post-fire mechanical properties of ASTM A36 steels are found to remain almost unaffected when cooled from 600 degrees C, irrespective of cooling method. ASTM A36 steels experienced up to 14% degradation in ultimate tensile strength and up to 22% increase in fracture strain when air-cooled from temperatures beyond 700 degrees C. Post-fire ultimate tensile strength is observed to increase by up to 146% whereas fracture strain is observed to decrease by up to 76% when ASTM A36 specimens are water-cooled from high temperatures. High stress triaxiality resulted in up to 37% increase in ultimate tensile strength and up to 74% reduction in ductility of air-cooled specimens. Presence of high stress triaxiality and water-cooling from temperatures beyond 700 degrees C is observed to significantly increase the ultimate tensile strength (up to 252%) and substantially reduced the ductility (up to 98%) of ASTM A36 steels. (C) 2018 Elsevier Ltd. All rights reserved.
引用
收藏
页码:920 / 945
页数:26
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