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Nonlinear bending analysis of isotropic plates supported on Winkler foundation using element free Galerkin method

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dc.contributor.author Watts, Gaurav
dc.date.accessioned 2023-10-04T10:15:10Z
dc.date.available 2023-10-04T10:15:10Z
dc.date.issued 2014
dc.identifier.uri http://www.ijscer.com/uploadfile/2015/1021/20151021120532786.pdf
dc.identifier.uri http://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/12199
dc.description.abstract In the present work, constraint effects on growth curves of a mode-I crack are determined using a triaxiality dependent cohesive model. Plane strain elastic-plastic analysis based on the modified boundary layer formulation is performed and for modeling the fracture process, the cohesive parameters and the mechanical properties for a mild steel are taken from literature. From the analysis, the resistance curves for a range of constraint parameter are obtained. A discussion is developed on the effectiveness of the triaxiality dependent model in capturing the well-known effect of constraint and also on the effect of the two model parameters on the resistance curves. en_US
dc.language.iso en en_US
dc.publisher Elsevier en_US
dc.subject Mechanical Engineering en_US
dc.subject Triaxiality dependent cohesive zone model en_US
dc.subject T-stress en_US
dc.subject Fracture curve en_US
dc.title Nonlinear bending analysis of isotropic plates supported on Winkler foundation using element free Galerkin method en_US
dc.type Article en_US


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