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contributor authorP. G. Kossakowski
date accessioned2017-05-08T21:55:58Z
date available2017-05-08T21:55:58Z
date copyrightDecember 2012
date issued2012
identifier other%28asce%29mt%2E1943-5533%2E0000581.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/66928
description abstractThis paper presents results of experimental and numerical modeling of ductile fracture and failure of elements made of S235JR steel subjected to static tension. The prediction of failure was generally based on the stress modified critical strain (SMCS) model. The numerical simulations were performed using the Gurson-Tvergaard-Needleman (GTN) model, which takes into consideration the material structure. The approach applied in this study was based on the computational cells with microstructurally based length scales. The cell size and initial porosity were determined through microstructural examinations of S235JR steel. The parameters of the GTN model for S235JR steel were established on the basis of the microstructural analysis and the numerical modeling of tensile strength tests. As a result, it was possible to determine the SMCS failure criterion to predict ductile fracture for S235JR steel.
publisherAmerican Society of Civil Engineers
titlePrediction of Ductile Fracture for S235JR Steel Using the Stress Modified Critical Strain and Gurson-Tvergaard-Needleman Models
typeJournal Paper
journal volume24
journal issue12
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0000546
treeJournal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 012
contenttypeFulltext


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