A numerical study on the nonlinear behavior of corner supported flat and curved panels

dc.contributor.author	Watts, Gaurav
dc.date.accessioned	2023-10-04T10:02:59Z
dc.date.available	2023-10-04T10:02:59Z
dc.date.issued	2017-11
dc.description.abstract	The nonlinear behavior of corner supported plates and curved shell panels is investigated here using the first-order shear deformation theory based on Marguerre’s membrane strains for shallow shells and von Kármán’s nonlinearity. The nonlinear differential equations are transformed into a set of nonlinear algebraic equations by using the element-free Galerkin method. The moving kriging shape function with two different types of correlation formulae (Gaussian and quartic spline) is employed here. After studying the effectiveness of the method, a detailed parametric study is conducted to examine the effect of support size on the displacements and bending moments of corner supported rectangular plates. Thereafter, the numerical study is extended to the nonlinear bending and stability behaviors of corner supported shallow cylindrical and spherical shell panels.	en_US
dc.identifier.uri	https://link.springer.com/article/10.1007/s00419-017-1322-1
dc.identifier.uri	http://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/12196
dc.language.iso	en	en_US
dc.publisher	Springer	en_US
dc.subject	Mechanical Engineering	en_US
dc.title	A numerical study on the nonlinear behavior of corner supported flat and curved panels	en_US
dc.type	Article	en_US

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