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contributor authorJin Hee Kim
contributor authorSeung Jo Kim
contributor authorWie Dae Kim
date accessioned2017-05-08T22:39:01Z
date available2017-05-08T22:39:01Z
date copyrightAugust 1999
date issued1999
identifier other%28asce%290733-9399%281999%29125%3A8%28975%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85053
description abstractIn this paper a finite-element analysis on ductile fracture in two-dimensional quasi-static state is performed by using the local approach concept in continuum damage mechanics. An isotropic damage model based on the generalized concept of effective stress is proposed. Crack propagation is achieved by removing critically damaged elements. The finite-element approximation of a largely deforming body based on the incremental total Lagrangian concept is carried out. As numerical examples, the mesh size sensitivity analysis and the simulation of the shearing mode failure in plane strain state are carried out to verify the present formulation qualitatively. For an edge cracked plate under plane stress state, load-displacement curves and successively fractured shapes are shown. It can be concluded that the proposed model may be stated as a reasonable tool to explain ductile fracture initiation and crack propagation.
publisherAmerican Society of Civil Engineers
titleNumerical Simulation of Ductile Fracture Based on Local Approach Concept
typeJournal Paper
journal volume125
journal issue8
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1999)125:8(975)
treeJournal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 008
contenttypeFulltext


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