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contributor authorDiego J. Celentano
contributor authorEduardo E. Cabezas
contributor authorClaudio M. Garcı́a
date accessioned2017-05-09T00:15:07Z
date available2017-05-09T00:15:07Z
date copyrightJanuary, 2005
date issued2005
identifier issn0021-8936
identifier otherJAMCAV-26588#149_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/131260
description abstractThis note presents an experimental analysis and a numerical simulation of the mechanical behavior experienced by cylindrical specimens of pure copper during the tensile test. A set of experiments has been carried out in order to derive the hardening parameters that characterize the material response. The simulation of the deformation process during the whole test is performed with a finite element large strain elastoplasticity-based formulation. The results of the simulation show that the mechanical characterization involving the classical Bridgman correction factor, defined in terms of logarithmic strains and aimed at predicting the stress distribution at the necking zone, cannot properly describe the hardening response for this material. Therefore, the use of a different correction factor, which consequently leads to another set of hardening parameters, is proposed. Finally, an adequate experimental validation of the numerical results is obtained for this last case.
publisherThe American Society of Mechanical Engineers (ASME)
titleAnalysis of the Bridgman Procedure to Characterize the Mechanical Behavior of Materials in the Tensile Test: Experiments and Simulation
typeJournal Paper
journal volume72
journal issue1
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.1827243
journal fristpage149
journal lastpage152
identifier eissn1528-9036
keywordsDeformation
keywordsCopper
keywordsComputer simulation
keywordsSimulation
keywordsMechanical behavior
keywordsHardening
keywordsNecking
keywordsStress
keywordsElongation
keywordsElastoplasticity
keywordsExperimental analysis
keywordsExperimental characterization
keywordsFinite element analysis AND Stress concentration
treeJournal of Applied Mechanics:;2005:;volume( 072 ):;issue: 001
contenttypeFulltext


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