Stress evaluation along the sidewalls of a box-shaped spillway structure

Kalkani, EC

dc.contributor.author	Kalkani, EC	en
dc.date.accessioned	2014-03-01T01:09:33Z
dc.date.available	2014-03-01T01:09:33Z
dc.date.issued	1993	en
dc.identifier.issn	0045-7949	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/11078
dc.relation.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-0027907365&partnerID=40&md5=791b476c5966d945b9807b39390b471b	en
dc.subject.classification	Computer Science, Interdisciplinary Applications	en
dc.subject.classification	Engineering, Civil	en
dc.subject.other	Computer software	en
dc.subject.other	Finite element method	en
dc.subject.other	Mathematical models	en
dc.subject.other	Seepage	en
dc.subject.other	Stress analysis	en
dc.subject.other	Structural analysis	en
dc.subject.other	Structural loads	en
dc.subject.other	Uplift pressure	en
dc.subject.other	Walls (structural partitions)	en
dc.subject.other	Box shaped spillway	en
dc.subject.other	Equipment loads	en
dc.subject.other	Gravity loads	en
dc.subject.other	Hydrostatic loads	en
dc.subject.other	Sidewalls	en
dc.subject.other	Stress distribution	en
dc.subject.other	Spillways	en
dc.title	Stress evaluation along the sidewalls of a box-shaped spillway structure	en
heal.type	journalArticle	en
heal.language	English	en
heal.publicationDate	1993	en
heal.abstract	The stress distribution along the walls of a box-shaped spillway-chute is investigated to locate the destressed areas in the structure. The deformed shape of the structure is also examined. The analysis is performed considering gravity loads, hydrostatic loads, equipment loads and uplift pressures. The distribution of maximum principal stresses indicates that the box-shaped structure is subject mainly to compression due to the cumulative effect of all the external forces. The maximum principal stresses developed are checked against the allowable stresses in the concrete. © 1993.	en
heal.publisher	PERGAMON-ELSEVIER SCIENCE LTD	en
heal.journalName	Computers and Structures	en
dc.identifier.isi	ISI:A1993LE89200015	en
dc.identifier.volume	47	en
dc.identifier.issue	1	en
dc.identifier.spage	163	en
dc.identifier.epage	167	en