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contributor authorFuh-Kuo Chen
date accessioned2017-05-08T23:47:20Z
date available2017-05-08T23:47:20Z
date copyrightJuly, 1995
date issued1995
identifier issn0094-4289
identifier otherJEMTA8-26972#269_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/115391
description abstractThe shear properties of different simple-shear sheet specimens were investigated using the elastic-plastic finite element method. Tension loaded specimens with a shear zone formed at the center area between two transverse slots were adopted to analyze the shear properties of sheet metals under uniaxial tension. Specimens prepared by single material as well as by bonding two different strength materials together were both studied. Since the shear zone could not be kept free from bending stress during loading, the pure shear deformation was not possibly obtained. However, by varying the shape and the location of the slots, an optimum geometry of the shear zone which yields a nearly pure shear deformation in the plastic range was determined through the finite element analysis. The results also revealed when the shear zone was formed by a low strength material which was bonded on each side with a higher strength material, a nearly pure shear deformation could be obtained even in the elastic range.
publisherThe American Society of Mechanical Engineers (ASME)
titleDeformation Analysis of Simple-Shear Sheet Specimens
typeJournal Paper
journal volume117
journal issue3
journal titleJournal of Engineering Materials and Technology
identifier doi10.1115/1.2804539
journal fristpage269
journal lastpage277
identifier eissn1528-8889
keywordsDeformation AND Shear (Mechanics)
treeJournal of Engineering Materials and Technology:;1995:;volume( 117 ):;issue: 003
contenttypeFulltext


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