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contributor authorG. Wang
contributor authorM. E. Barkey
date accessioned2017-05-09T00:16:17Z
date available2017-05-09T00:16:17Z
date copyrightJuly, 2005
date issued2005
identifier issn0094-4289
identifier otherJEMTA8-27072#310_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/131871
description abstractA theoretical model for the estimation of fatigue crack length of tensile-shear spot welded specimen is developed which incorporates the natural frequency and mode variation. The model is based on the concept that the propagation of cracks causes a release of strain energy, which is related to the structural modal shape. The effect of the structural mode shape and crack location is also explained. The model, experimental, and finite element results indicate that the existence of cracks cause the reduction of natural frequencies and change of natural modes, and that the mode shape of the structure and crack location will affect the magnitude of the change of these dynamic variables. The predictions of the model are compared with the experimental data and finite element analysis results and agreement is found to be consistent.
publisherThe American Society of Mechanical Engineers (ASME)
titleFatigue Crack Identification in Tensile-Shear Spot Welded Joints by Dynamic Response Characteristics
typeJournal Paper
journal volume127
journal issue3
journal titleJournal of Engineering Materials and Technology
identifier doi10.1115/1.1925286
journal fristpage310
journal lastpage317
identifier eissn1528-8889
keywordsShear (Mechanics)
keywordsFracture (Materials)
keywordsFinite element analysis
keywordsFatigue cracks
keywordsShapes AND Frequency
treeJournal of Engineering Materials and Technology:;2005:;volume( 127 ):;issue: 003
contenttypeFulltext


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