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

    Source: Journal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 009
    Author:
    Zhen Guo
    ,
    Xingzhi Jia
    ,
    Wenjuan Qiao
    DOI: 10.1061/(ASCE)MT.1943-5533.0002845
    Publisher: American Society of Civil Engineers
    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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      Mechanical Properties of Butt Weldments Made with Q345B Steel and E5015 Electrodes at Different Temperatures

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4259486
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    contributor authorZhen Guo
    contributor authorXingzhi Jia
    contributor authorWenjuan Qiao
    date accessioned2019-09-18T10:37:19Z
    date available2019-09-18T10:37:19Z
    date issued2019
    identifier other%28ASCE%29MT.1943-5533.0002845.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4259486
    description abstractThe 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.
    publisherAmerican Society of Civil Engineers
    titleMechanical Properties of Butt Weldments Made with Q345B Steel and E5015 Electrodes at Different Temperatures
    typeJournal Paper
    journal volume31
    journal issue9
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0002845
    page04019185
    treeJournal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 009
    contenttypeFulltext
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