Technical Papers
Jun 19, 2019

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

Publication: Journal of Materials in Civil Engineering
Volume 31, Issue 9

Abstract

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°C to 800°C. Comparison of the results shows that the welding heat-affected zone (HAZ) is vulnerable to fracture when subjected to reheating above 500°C. The comparison indicates that current standards are nonconservative in predicting the deterioration of the elastic modulus. Below 500°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°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°C–800°C.

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Acknowledgments

The research in this paper was supported by Jiangsu Collaborative Innovation Centre for Building Energy Saving and Construction Technology, which the authors would like to thank for its support of this area research as a component of application and innovation, numbered Grant No. SJXTY1611.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 31Issue 9September 2019

History

Received: Nov 7, 2018
Accepted: Mar 29, 2019
Published online: Jun 19, 2019
Published in print: Sep 1, 2019
Discussion open until: Nov 19, 2019

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Authors

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Associate Professor, Jiangsu Key Laboratory of Environmental Impact and Structural Safety in Engineering and School of Mechanics and Civil Engineering, China Univ. of Mining and Technology, Xuzhou 221116, China (corresponding author). ORCID: https://orcid.org/0000-0002-2142-6938. Email: [email protected]
Xingzhi Jia [email protected]
Postgraduate Student, School of Mechanics and Civil Engineering, China Univ. of Mining and Technology, Xuzhou 221116, China. Email: [email protected]
Wenjuan Qiao [email protected]
Postgraduate Student, School of Mechanics and Civil Engineering, China Univ. of Mining and Technology, Xuzhou 221116, China. Email: [email protected]

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