Nonlinear Finite Element Bending Analysis of Composite Shell Panels

dc.contributor.authorPatel, S. N.
dc.date.accessioned2022-12-17T13:53:44Z
dc.date.available2022-12-17T13:53:44Z
dc.date.issued2014-12
dc.description.abstractThis paper deals with the geometric nonlinear bending response of laminated composite shell panels subjected to transverse loading. The eight-noded degenerated shell element with five degrees of freedom per node is adopted in the present analysis to model the composite shell panels. The Green-Lagrange strain displacement relationship is adopted to formulate the matrices. The total Lagrangian approach is taken in the formulation. The arc-length method of solution is adopted in tracing the equilibrium path. The results by this method are compared with the available results and the conclusions are made.en_US
dc.identifier.urihttps://link.springer.com/chapter/10.1007/978-81-322-2190-6_13
dc.identifier.urihttp://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/7921
dc.language.isoenen_US
dc.subjectCivil Engineeringen_US
dc.subjectDegenerated shell elementen_US
dc.subjectNonlinear analysisen_US
dc.subjectGreen-Lagrange nonlinearityen_US
dc.subjectCylindrical panelsen_US
dc.titleNonlinear Finite Element Bending Analysis of Composite Shell Panelsen_US
dc.typeBook chapteren_US

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