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

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.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.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.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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