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    Fitness‐for‐Service Design of Fillet Welded Joints

    Source: Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 008
    Author:
    Chon L. Tsai
    DOI: 10.1061/(ASCE)0733-9445(1986)112:8(1761)
    Publisher: American Society of Civil Engineers
    Abstract: Although the quality of welding has improved over the past decades, welding discontinuities are still unavoidable. Welded structures are subjected to inspection codes established by different authorities or professional societies, but the basis of acceptance criteria for weld discontinuities in existing standards appears to be arbitrary and, sometimes, naive. In this paper, the philosophy of “fitness for service” will give a rational approach to new quality acceptance criteria for weldments on the basis of service requirements. A design methodology is developed to characterize the relative strength of the fillet joints containing discontinuities through the definition of “Equivalent Effective Weld Size” and “Design Load Reduction Factor.”
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      Fitness‐for‐Service Design of Fillet Welded Joints

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    contributor authorChon L. Tsai
    date accessioned2017-05-08T20:52:07Z
    date available2017-05-08T20:52:07Z
    date copyrightAugust 1986
    date issued1986
    identifier other%28asce%290733-9445%281986%29112%3A8%281761%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29843
    description abstractAlthough the quality of welding has improved over the past decades, welding discontinuities are still unavoidable. Welded structures are subjected to inspection codes established by different authorities or professional societies, but the basis of acceptance criteria for weld discontinuities in existing standards appears to be arbitrary and, sometimes, naive. In this paper, the philosophy of “fitness for service” will give a rational approach to new quality acceptance criteria for weldments on the basis of service requirements. A design methodology is developed to characterize the relative strength of the fillet joints containing discontinuities through the definition of “Equivalent Effective Weld Size” and “Design Load Reduction Factor.”
    publisherAmerican Society of Civil Engineers
    titleFitness‐for‐Service Design of Fillet Welded Joints
    typeJournal Paper
    journal volume112
    journal issue8
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1986)112:8(1761)
    treeJournal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 008
    contenttypeFulltext
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