Second stage concrete stress analysis around a Pelton turbine

Kalkani, EC; Nicolopoulos, A

dc.contributor.author	Kalkani, EC	en
dc.contributor.author	Nicolopoulos, A	en
dc.date.accessioned	2014-03-01T02:47:53Z
dc.date.available	2014-03-01T02:47:53Z
dc.date.issued	1989	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/33414
dc.relation.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-0024919681&partnerID=40&md5=4eba9a2d5ab4ed265306479e75fe6d44	en
dc.subject.other	Concrete--Stresses	en
dc.subject.other	Mathematical Techniques--Finite Element Method	en
dc.subject.other	Rock--Stresses	en
dc.subject.other	Stresses--Analysis	en
dc.subject.other	Structural Analysis	en
dc.subject.other	Encasing Concrete	en
dc.subject.other	Pelton Turbines	en
dc.subject.other	Reinforcement Design	en
dc.subject.other	Second Stage Concrete	en
dc.subject.other	Hydraulic Turbines	en
dc.title	Second stage concrete stress analysis around a Pelton turbine	en
heal.type	conferenceItem	en
heal.publicationDate	1989	en
heal.abstract	The stress analysis of the second-stage concrete around a 6-jet Pelton distributor is presented considering simplified assumptions. A plane-frame finite-element model is used to analyse the structural system of the distributor, the encasing concrete and the confining rock. Forces acting on the distributor and their effect on the second-stage concrete are approximately estimated. The displacements and forces in the second-stage concrete are evaluated for the purpose of designing the required reinforcement.	en
heal.publisher	Publ by Civil-Comp Limited, Edinburgh, United Kingdom	en
heal.journalName	[No source information available]	en
dc.identifier.spage	183	en
dc.identifier.epage	190	en