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contributor authorManuel Marya
contributor authorKathy Wang
contributor authorLouis G. Hector
contributor authorXiaohong Gayden
date accessioned2017-05-09T00:20:50Z
date available2017-05-09T00:20:50Z
date copyrightFebruary, 2006
date issued2006
identifier issn1087-1357
identifier otherJMSEFK-27914#287_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/134229
description abstractIn this article, weld fracture criteria based upon low strain rate (i.e., ε̇∼10−3–10−2s−1) tensile-shear tests of spot welds in dual-phase (DP) steels DP600, DP780, and DP980 are developed. Three empirical equations are inferred from least-squares root-fitting analyses of tensile-shear testing data. Building upon existing results in the literature, the first equation relates the tensile-shear force to the weld diameter. The second and third equations relate, respectively, a critical weld diameter and a critical tensile-shear force for interfacial fracture to the sheet thickness and hardness extrema in the heat-affected zone. These idealized equations can serve as the basis for further development of fracture criteria resembling material flow laws that account for higher strain rates and more complicated deformation paths. The effect of spot-weld placement in specific patterns or arrays on deformation and fracture behavior was also investigated to explore underlying effects from deformation field interactions between adjacent spot welds.
publisherThe American Society of Mechanical Engineers (ASME)
titleTensile-Shear Forces and Fracture Modes in Single and Multiple Weld Specimens in Dual-Phase Steels
typeJournal Paper
journal volume128
journal issue1
journal titleJournal of Manufacturing Science and Engineering
identifier doi10.1115/1.2137751
journal fristpage287
journal lastpage298
identifier eissn1528-8935
keywordsForce
keywordsSteel
keywordsShear (Mechanics)
keywordsWelded joints
keywordsFracture (Process)
keywordsThickness AND Testing
treeJournal of Manufacturing Science and Engineering:;2006:;volume( 128 ):;issue: 001
contenttypeFulltext


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