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contributor authorA. M. Kanvinde
contributor authorG. G. Deierlein
date accessioned2017-05-08T21:00:11Z
date available2017-05-08T21:00:11Z
date copyrightMay 2007
date issued2007
identifier other%28asce%290733-9445%282007%29133%3A5%28656%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35030
description abstractMicromechanics-based models that capture interactions of stress and strain provide accurate criteria to predict ductile fracture in finite-element simulations of structural steel components. Two such models—the void growth model and the stress modified critical strain model are applied to a series of twelve pull-plate tests that represent reduced (or net) section conditions in bolted and reduced beam section connections. Two steel varieties, A572 Grade 50 and a high-performance Grade 70 bridge steel are investigated. The models are observed to predict fracture much more accurately than basic longitudinal strain criteria, by capturing stress–strain interactions that lead to fracture. The flat stress and strain gradients in these pull plates allow the use of relatively coarse finite-element meshes providing economy of computation while capturing fundamental material behavior and offering insights into localized ductile fracture effects.
publisherAmerican Society of Civil Engineers
titleFinite-Element Simulation of Ductile Fracture in Reduced Section Pull-Plates Using Micromechanics-Based Fracture Models
typeJournal Paper
journal volume133
journal issue5
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2007)133:5(656)
treeJournal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 005
contenttypeFulltext


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