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contributor authorD. Lanning
contributor authorM.-H. H. Shen
date accessioned2017-05-08T23:51:14Z
date available2017-05-08T23:51:14Z
date copyrightNovember, 1996
date issued1996
identifier issn0892-7219
identifier otherJMOEEX-28114#300_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/117469
description abstractThis study investigates the reliability of a cracked fillet welded T-joint typically found in offshore structures. A formulation for the aspect ratio (a/c) of a propagating semi-elliptical fatigue crack located at the toe of the weld is developed using Newman and Raju’s stress intensity factor for a cracked flat plate in conjunction with a weld magnification factor. The reliability in terms of fatigue lifetime is then calculated using the aspect ratio and Paris’s law of crack propagation with both fracture toughness and elastic-plastic failure criteria. The variation in crack aspect ratio in the T-joint is compared to that in a cracked flat plate, and examples are provided of reliability calculations for tension and bending loads.
publisherThe American Society of Mechanical Engineers (ASME)
titleReliability of Welded Structures Containing Fatigue Cracks
typeJournal Paper
journal volume118
journal issue4
journal titleJournal of Offshore Mechanics and Arctic Engineering
identifier doi10.1115/1.2833920
journal fristpage300
journal lastpage306
identifier eissn1528-896X
keywordsReliability
keywordsFatigue cracks
keywordsFlat plates
keywordsStress
keywordsOffshore structures
keywordsFracture (Materials)
keywordsCrack propagation
keywordsFailure
keywordsFracture toughness
keywordsTension AND Fatigue
treeJournal of Offshore Mechanics and Arctic Engineering:;1996:;volume( 118 ):;issue: 004
contenttypeFulltext


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