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dc.contributor.authorMangal, Sanjay Kumar-
dc.date.accessioned2014-09-29T12:15:04Z-
dc.date.available2014-09-29T12:15:04Z-
dc.date.issued1990-
dc.identifierM.Techen_US
dc.identifier.urihttp://hdl.handle.net/123456789/2928-
dc.guideSinhasan, Ram-
dc.description.abstractIn this dissertation, literature pertinent to the plane frame structure with geometric nonlinearity has been surveyed. A brief analysis of linear plane frame structure as a back-ground is presented and this is extended to the analysis of geometric nonlinear plane frame structure. In this stiffness matrix is derived by using minimum potential energy principle. Membrane strain of the plane frame is evaluated from the elongation of the arc length of the beam axis. The element internal forces are obtained from the membrane strain. An incremental iterative method based on modified Newton-Raphson method has been employed for the solution of nonlinear equilibrium equation. Numerical examples are presented to demonstrate the accuracy of the scheme developed.en_US
dc.language.isoenen_US
dc.subjectMECHANICAL & INDUSTRIAL ENGINEERINGen_US
dc.subjectFINITE ELEMENTen_US
dc.subjectPLANE FRAME STRUCTUREen_US
dc.subjectDEFORMATION ELASTICen_US
dc.titleFINITE ELEMENT ANALYSIS OF PLANE FRAME STRUCTURE FOR LARGE DEFORMATION WITHIN ELASTIC RANGEen_US
dc.typeM.Tech Dessertationen_US
dc.accession.number245318en_US
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