Please use this identifier to cite or link to this item: http://nopr.niscpr.res.in/handle/123456789/30801
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dc.contributor.authorKuppuswamy, N-
dc.contributor.authorRudramoorthy, R-
dc.contributor.authorMayilsamy, K-
dc.date.accessioned2015-03-10T07:09:22Z-
dc.date.available2015-03-10T07:09:22Z-
dc.date.issued2006-05-
dc.identifier.issn0975-1084 (Online); 0022-4456 (Print)-
dc.identifier.urihttp://hdl.handle.net/123456789/30801-
dc.description402-409en_US
dc.description.abstractIn the bulb turbine, main shaft and stay column play important role. Main shaft is positioned horizontally. More stress concentration occurs near the junction of stay column with concrete at the top and bottom, since the entire load is being taken care of by stay columns at the top and bottom. A finite element analysis (FEA) has been made using ANSYS software to find out structural stability with stress distribution for bulb turbine and the reasons for high vibration and vertical cracks in the concrete structure of the powerhouse. Results from FEA analysis show that the bulb turbine operation is safe when the stay columns are fitted with pipe jacks. This method reduces stress concentration at the junction of stay column with concrete. en_US
dc.language.isoen_USen_US
dc.publisherNISCAIR-CSIR, Indiaen_US
dc.relation.ispartofseriesF03B13/06en_US
dc.rights CC Attribution-Noncommercial-No Derivative Works 2.5 Indiaen_US
dc.sourceJSIR Vol.65(05) [May 2006]en_US
dc.subjectBulb turbineen_US
dc.subjectMain shaften_US
dc.subjectSimulationen_US
dc.subjectStabilityen_US
dc.subjectStay columnen_US
dc.subjectVibration resonanceen_US
dc.titleStress analysis on the major parts of a bulb turbine using FEA-A case studyen_US
dc.typeArticleen_US
Appears in Collections:JSIR Vol.65(05) [May 2006]

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