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contributor authorAkram Zahoor
contributor authorPaul C. Paris
date accessioned2017-05-08T23:11:17Z
date available2017-05-08T23:11:17Z
date copyrightJanuary, 1981
date issued1981
identifier issn0094-4289
identifier otherJEMTA8-26880#46_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/94649
description abstractAn analysis for crack instability in an elastic-plastic strain hardening material is presented which utilizes the J-integral and the tearing modulus parameter, T. A center-cracked panel of finite dimensions with Ramberg-Osgood material representation is analyzed for plane stress as well as plane strain. The analysis is applicable in the entire range of elastic-plastic loading from linear elastic to full yield. Crack instability is strongly influenced by the elastic compliance of the system, the conditions of plane stress or plane strain, and the hardening characteristics of the material. Numerical results indicate that if crack stability is ensured in a plane strain situation, then under the same circumstances a geometrically identical but plane stress panel will be stable.
publisherThe American Society of Mechanical Engineers (ASME)
titleDuctile Tearing Instability of a Center-Cracked Panel of an Elastic-Plastic Strain Hardening Material
typeJournal Paper
journal volume103
journal issue1
journal titleJournal of Engineering Materials and Technology
identifier doi10.1115/1.3224971
journal fristpage46
journal lastpage54
identifier eissn1528-8889
keywordsWork hardening
keywordsFracture (Materials)
keywordsPlane strain
keywordsStress
keywordsHardening
keywordsStability AND Dimensions
treeJournal of Engineering Materials and Technology:;1981:;volume( 103 ):;issue: 001
contenttypeFulltext


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