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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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