Stress analysis of the concrete housing of a water intake structure

Kalkani, EC

dc.contributor.author	Kalkani, EC	en
dc.date.accessioned	2014-03-01T01:09:04Z
dc.date.available	2014-03-01T01:09:04Z
dc.date.issued	1992	en
dc.identifier.issn	0045-7949	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/10821
dc.relation.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-0027111089&partnerID=40&md5=01c81fb0ed0e2c1c88df293684b8a796	en
dc.subject.classification	Computer Science, Interdisciplinary Applications	en
dc.subject.classification	Engineering, Civil	en
dc.subject.other	Concrete construction	en
dc.subject.other	Intake systems	en
dc.subject.other	Loads (forces)	en
dc.subject.other	Stress analysis	en
dc.subject.other	Structural analysis	en
dc.subject.other	Axial loads	en
dc.subject.other	Concrete housings	en
dc.subject.other	Water intake structures	en
dc.subject.other	Hydraulic structures	en
dc.title	Stress analysis of the concrete housing of a water intake structure	en
heal.type	journalArticle	en
heal.language	English	en
heal.publicationDate	1992	en
heal.abstract	The stress analysis of the concrete housing of a water intake structure is studied to locate destressed areas and areas of high stress concentration on the structure, and to predict the distribution of the displacements. The analysis is performed in the loading cases of end-of-construction, backfilling and reservoir water loading. The distribution of principal stresses indicates that the walls of the structure are subject to axial load and bending and that in certain areas pure tension or compression is present. Maximum tensile and compressive stresses are within the allowable strength limits for concrete. © 1992.	en
heal.publisher	PERGAMON-ELSEVIER SCIENCE LTD	en
heal.journalName	Computers and Structures	en
dc.identifier.isi	ISI:A1992KF81100022	en
dc.identifier.volume	45	en
dc.identifier.issue	5-6	en
dc.identifier.spage	1079	en
dc.identifier.epage	1088	en