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contributor authorD. P. Jones
contributor authorJ. L. Gordon
date accessioned2017-05-08T23:07:30Z
date available2017-05-08T23:07:30Z
date copyrightAugust, 1979
date issued1979
identifier issn0094-9930
identifier otherJPVTAS-28176#210_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/92572
description abstractThe finite element method is utilized to obtain the elasto-plastic stress and strain fields in a perforated plate made of a work-hardening material. The perforated plate contains penetrations arranged in a triangular pattern with a ligament efficiency of 10 percent and is considered to be in a state of plane stress. Stress distributions as well as strain concentration factors are presented for the two orthogonal uniaxial and the pure shear load cases. Effective elasto-plastic equivalent solid plate properties are presented in terms of Hill’s anisotropic deformation plasticity theory. The localized stress and plastic strain distributions are discussed in terms of the work-hardening characteristics of the material. Conclusions are drawn relevant to the plastic design and analysis of perforated plates.
publisherThe American Society of Mechanical Engineers (ASME)
titleElasto-Plastic Analysis of Perforated Plates Containing Triangular Penetration Patterns of 10 Percent Ligament Efficiency
typeJournal Paper
journal volume101
journal issue3
journal titleJournal of Pressure Vessel Technology
identifier doi10.1115/1.3454625
journal fristpage210
journal lastpage215
identifier eissn1528-8978
keywordsPlates (structures)
keywordsStress
keywordsWork hardening
keywordsPlasticity
keywordsDeformation
keywordsShear (Mechanics)
keywordsFinite element methods AND Design
treeJournal of Pressure Vessel Technology:;1979:;volume( 101 ):;issue: 003
contenttypeFulltext


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