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contributor authorEdwin L. Chica
contributor authorAntolín L. Ibán
contributor authorPablo M. López-Reyes
contributor authorJosé M. G. Terán
date accessioned2017-05-09T00:36:17Z
date available2017-05-09T00:36:17Z
date copyrightMay, 2010
date issued2010
identifier issn0021-8936
identifier otherJAMCAV-26787#034502_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/142438
description abstractIn this note we analyze the influence of four damage models on the collapse load of a structure. The models considered here have been developed using the hypothesis based on the concept of effective stress and the principle of strain equivalence and they were proposed by Lemaitre and Chaboche (1990, Mechanics of Solid Materials), Wang (1992, “Unified CDM Model and Local Criterion for Ductile Fracture—I. Unified CDM Model for Ductile Fracture,” Eng. Fract. Mech., 42, pp. 177–183), Chandrakanth and Pandey (1995, “An Isotropic Damage Model for Ductile Material,” Eng. Fract. Mech., 50, pp. 457–465), and Bonora (1997, “A Nonlinear CDM Model for Ductile Failure,” Eng. Fract. Mech., 58, pp. 11–28). The differences between them consist mainly in the form of the dissipative potential from which the kinetic law of damage is derived and also in the assumptions made about some parameters of the material.
publisherThe American Society of Mechanical Engineers (ASME)
titleInfluence of Ductile Damage Evolution on the Collapse Load of Frames
typeJournal Paper
journal volume77
journal issue3
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.4000427
journal fristpage34502
identifier eissn1528-9036
keywordsStress
keywordsCollapse AND Failure
treeJournal of Applied Mechanics:;2010:;volume( 077 ):;issue: 003
contenttypeFulltext


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