Mechanical Properties of Butt Weldments Made with Q345B Steel and E5015 Electrodes at Different Temperatures

被引:7
|
作者
Guo, Zhen [1 ,2 ]
Jia, Xingzhi [2 ]
Qiao, Wenjuan [2 ]
机构
[1] China Univ Min & Technol, Jiangsu Key Lab Environm Impact & Struct Safety E, Xuzhou 221116, Jiangsu, Peoples R China
[2] China Univ Min & Technol, Sch Mech & Civil Engn, Xuzhou 221116, Jiangsu, Peoples R China
关键词
Butt welds; Reduction factors; High temperature; Heat-affected zone; Steady-state test; CONNECTIONS; STRENGTH; BEHAVIOR; WELD;
D O I
10.1061/(ASCE)MT.1943-5533.0002845
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The current design standards provide strict recommendations to ensure the quality of welds. This study investigates the mechanical properties of welds subjected to elevated temperatures by performing a steady-state tensile test on butt weldments composed of Q345B base metal and E5015 electrodes. The experimental results include the elastic modulus, yield, ultimate strength, and ductility of the butt weldments at temperatures from 20 degrees C to 800 degrees C. Comparison of the results shows that the welding heat-affected zone (HAZ) is vulnerable to fracture when subjected to reheating above 500 degrees C. The comparison indicates that current standards are nonconservative in predicting the deterioration of the elastic modulus. Below 500 degrees C, current Australian recommendations are still applicable to the reduction factors of the yield strengths at a strain level of 1.5% or 2.0%. At 500 degrees C and higher, the butt welds are considered unsafe relative to the recommendation of the current design standards for the reduction factors of the yield strengths. Finally, it is still risky to use the recommendations of the current design standards directly to predict the mechanical properties of butt welds at a high temperature, particularly in the range of 500 degrees C-800 degrees C. (c) 2019 American Society of Civil Engineers.
引用
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页数:8
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