Please use this identifier to cite or link to this item: http://localhost:8081/xmlui/handle/123456789/6327
Title: STUDY OF STRUCTURAL BEHAVIOUR OF SKEW R.C.C. SLAB BRIDGES
Authors: Kumar, Chandraket
Keywords: CIVIL ENGINEERING;BRIDGE STRUCTURE;SLAB BRIDGES;SKEW R.C.C.
Issue Date: 1995
Abstract: In this dissertationAattempt has been made to analys-g the skew slab bridges by finite element method using eight noded isoparametric serendipity element. In the finite element formulation the Mindilin plate bending theory has been used which partially in corporate the shear deformations. Software developed on the basis of above formulation can be used for any skew angle and aspect ratio. Seven types of I.R.C. loadings have been incorporated in the programme and also the automatic load nlovementfacility have been provided, so that wheels can take any position on the slab. But due to the paucity of working time in NCF, the analysis is done for I.R.C. class AA wheeled loading. On the basis of this limited analysis certain guideline for the quick analysis for skew slab bridges has been recommended
URI: http://hdl.handle.net/123456789/6327
Other Identifiers: M.Tech
Research Supervisor/ Guide: Agarwal, S. K.
metadata.dc.type: M.Tech Dessertation
Appears in Collections:MASTERS' DISSERTATIONS (Civil Engg)

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