Please use this identifier to cite or link to this item: http://hdl.handle.net/123456789/8553
Full metadata record
DC FieldValueLanguage
dc.contributor.authorShyam, Radhey-
dc.date.accessioned2014-11-15T06:47:37Z-
dc.date.available2014-11-15T06:47:37Z-
dc.date.issued1976-
dc.identifierM.Techen_US
dc.identifier.urihttp://hdl.handle.net/123456789/8553-
dc.guideNayak, G. C.-
dc.description.abstractIn partially bonded systems the inter-layer slip displacements occur due to the deformations of the connectors and some shear is transferred between the layers. This shear is some percentage of , the shear which would have been transferred at same point in the system having the full bond between the layers.- Due to partial bond 9 the rigidity and the stress distribution of the sys teni are greatly influenced and the analysis becomes complex. General finite element formulations for lineaii slip shear bond relationships for multilayered. systems are developed in this thesis. Cases of liultilayered s v aig.Ilc and curved -'seams y conical and curved layered axisy metric shell and layered plate elen ent have been formulated. Two sets of variables for solving iizplane displacements -have been ions idered. These finite element formulations have been developed for the first time. A computer progra, . has boon developed to solve problems of straight layered bes,, A two and three layered straight beam problem has been solved and result have 'been compared with theoretical results.. The difficulties about global transformations in layered system has been outlined. Useful conclusions and scope for future work have also been given in the last chapter........en_US
dc.language.isoenen_US
dc.subjectCIVIL ENGINEERINGen_US
dc.subjectFINITE ELEMENT ANALYSISen_US
dc.subjectPARTIALLY BONDED SYSTEMSen_US
dc.subjectSTRESS DISTRIBUTIONen_US
dc.titleFINITE ELEMENT ANALYSIS OF PARTIALLY BONDED SYSTEMSen_US
dc.typeM.Tech Dessertationen_US
dc.accession.number109389en_US
Appears in Collections:MASTERS' DISSERTATIONS (Civil Engg)

Files in This Item:
File Description SizeFormat 
CED109389.pdf7.23 MBAdobe PDFView/Open


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.