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contributor authorRobert J. Dexter
contributor authorMichael L. Gentilcore
date accessioned2017-05-08T20:58:26Z
date available2017-05-08T20:58:26Z
date copyrightAugust 2002
date issued2002
identifier other%28asce%290733-9445%282002%29128%3A8%281003%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33874
description abstractFracture experiments at room temperature on full-scale specimens fabricated from relatively thin plates of HSLA-80 and EH-36 ship steel consistently show the development of the plastic limit load on the net section and ductility greater than times yield strain, despite large fatigue cracks. A limit-load analysis can accurately predict the load at any point in the deformation if the crack length is known. Predicting crack extension using a constant crack-opening angle is a simple and reasonably accurate approach. The difficulty is in predicting the onset of extension after the development of strain localization. A simple approach using conventional small-strain finite-element analysis and a special “necking” stress–strain curve that is calibrated from conventional tensile test data is proposed. This approach gives very good predictions of the onset and propagation of ductile tears, including the spread of plasticity to the gross section.
publisherAmerican Society of Civil Engineers
titleAnalysis of Plane Stress Ductile Fracture Propagation by Simulating Necking
typeJournal Paper
journal volume128
journal issue8
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2002)128:8(1003)
treeJournal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 008
contenttypeFulltext


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