Residual stresses in unstiffened plate specimens

被引:2
作者
Bambach, MR [1 ]
Rasmussen, KJR [1 ]
机构
[1] Univ Sydney, Dept Civil Engn, Sydney, NSW 2006, Australia
来源
THIN-WALLED STRUCTURES: ADVANCES AND DEVELOPMENTS | 2001年
关键词
weld shrinkage; residual stresses; tendon force; fabricated thin-walled sections; plate elements;
D O I
10.1016/B978-008043955-6/50006-9
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Rectangular plate specimens have been prepared for testing in a rig that provides simple support to three sides, leaving the remaining (longitudinal) edge free. In many applications such plate elements exist as flange outstands in thin-walled sections whose fabrication process involves welding and possibly flame cutting. In order to accurately predict the behavior of unstiffened elements in this condition, equivalent residual stress profiles must be induced in the plate specimens prior to testing. Details of the processes involved in inducing and measuring residual stresses in the plate specimens are presented. Previously developed models relating voltage, current and arc speed to the stress induced, as a function of plate width are extended, such that residual stress magnitudes and gradients can be predicted that approximate those in the flange outstand of fabricated sections.
引用
收藏
页码:87 / 93
页数:7
相关论文
共 10 条
[1]  
BRADFIELD CD, 1979, CUEDCSTRUCTTR78 U CA
[2]   Thin-walled beam-columns. I: Sequential loading and moment gradient tests [J].
Chick, CG ;
Rasmussen, KJR .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1999, 125 (11) :1257-1266
[3]  
DENSTON RJ, 1977, ELECT DEMOUNTABLE EX
[4]  
DWIGHT JB, 1971, CUEDCSTRUCTTR15
[5]   Section capacity of thin-walled I-section beam-columns [J].
Hasham, AS ;
Rasmussen, KJR .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1998, 124 (04) :351-359
[6]  
KAMTEKAR AG, 1974, CUEDCSTRUCTTR39
[7]  
MOXHAM KE, 1971, CUEDCSTRUCTTR3
[8]  
White J.D, 1977, CUEDCSTRUCTTR58
[9]  
WHITE JD, 1977, CUEDCSTRUCTTR60
[10]  
WHITE JD, 1977, LONGITUDINAL SHRINKA