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dc.contributor.authorSharma, Manoj Kumar-
dc.date.accessioned2014-10-08T11:23:35Z-
dc.date.available2014-10-08T11:23:35Z-
dc.date.issued2004-
dc.identifierM.Techen_US
dc.identifier.urihttp://hdl.handle.net/123456789/5118-
dc.guideMishra, B. K.-
dc.guideAsthana, B. N.-
dc.guideChauhan, Gopal-
dc.description.abstractThe hydraulic gates are moving facilities provided in dams, barrages, hydropower projects, reservoir and, canal for flow control. Hydraulic gates are most important component of any water resources projects. Thus it needs specialized and expertise in regard to selection, planning and design, erection and maintenance. Any deviation in fulfilling the intended purposes can have devastating results, and sometimes may endanger the safety of the entire project. Mostly vertical lift gates and radial gates are used in water resources projects. These gates are designed as per guidelines followed in different Indian Standard Codes. These are based on mostly 2 D design approach. However in actual practice, structure behaves as 3 D structure.' Hence displacements and stresses are developed in all three directions. The exact nature of stresses and displacement in different parts of gate, like joint between horizontal girder and vertical stiffener, horizontal girder & radial arm, radial arm & trunnion is quite complex and can be analyzed through 3 D analysis only....en_US
dc.language.isoenen_US
dc.subjectWATER RESOURCES & DEVELOPMENT MANAGEMENTen_US
dc.subjectFEMen_US
dc.subjectRADIAL GATEen_US
dc.subjectDIMENSIONAL STRESSen_US
dc.titleTHREE DIMENSIONAL STRESS ANALYSIS OF RADIAL GATE USING FEM (ANSYS Software)en_US
dc.typeM.Tech Dessertationen_US
dc.accession.numberG11575en_US
Appears in Collections:MASTERS' THESES (WRDM)

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