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contributor authorS. Jansson
date accessioned2017-05-08T23:21:46Z
date available2017-05-08T23:21:46Z
date copyrightSeptember, 1986
date issued1986
identifier issn0021-8936
identifier otherJAMCAV-26271#555_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/100725
description abstractNumerical values for the J integral of fracture mechanics, crack opening and load-point displacements are given for stationary cracks in thin quadratic plates where the material is assumed to obey a power-law relation. The plates are loaded biaxially in their own plane under plane stress conditions and the solutions are given under the restriction of small strain and deformation theory. The remote boundaries of the plates are kept straight but free to slide in the tangential direction. This approximates the loading conditions for cruciform specimens with thinner center-sections as used in biaxial testing. It also represents a unit cell in a periodically cracked material. The cracks are loaded in Mode I. The present analysis clarifies the influence of load parallel to the crack and the sensitivity of remote boundary conditions on fracture mechanics parameters.
publisherThe American Society of Mechanical Engineers (ASME)
titleFully Plastic Plane Stress Solutions for Biaxially Loaded Center-Cracked Plates
typeJournal Paper
journal volume53
journal issue3
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.3171810
journal fristpage555
journal lastpage560
identifier eissn1528-9036
keywordsStress
keywordsPlates (structures)
keywordsFracture (Materials)
keywordsFracture mechanics
keywordsDeformation
keywordsTesting AND Boundary-value problems
treeJournal of Applied Mechanics:;1986:;volume( 053 ):;issue: 003
contenttypeFulltext


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