Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/11258
Full metadata record
DC FieldValueLanguage
dc.contributorUniversity of Colorado Boulder. Department of Civil, Environmental, and Architectural Engineering-
dc.contributor.authorGerstle, Kurt H.-
dc.date.accessioned2016-06-20T14:16:51Z-
dc.date.available2016-06-20T14:16:51Z-
dc.date.issued1987-07-
dc.identifier.urihttp://hdl.handle.net/11681/11258-
dc.descriptionTechnical Report-
dc.descriptionAbstract: A series of tests of model reinforced-concrete rings simulating culvert sections under radial loads was carried out at WES. These tests are described in Report 5 of this series. The purpose of this study was to perform nonlinear finite element analyses of these models, to compare analytical results with test results, and to produce a realistic strength design methodology for these structures.-
dc.publisherStructures Laboratory (U.S.)-
dc.publisherEngineer Research and Development Center (U.S.)-
dc.relationhttp://acwc.sdp.sirsi.net/client/en_US/search/asset/1035880-
dc.relation.ispartofseriesTechnical report (U.S. Army Engineer Waterways Experiment Station) ; SL-80-4 rept.6.-
dc.rightsApproved for public release; distribution is unlimited.-
dc.sourceThis Digital Resource was created from scans of the Print Resource-
dc.subjectCircular concrete conduits-
dc.subjectConcrete pipes-
dc.subjectHydraulic structures-
dc.subjectLoad confinement-
dc.subjectModel test-
dc.subjectNonlinear finite element analysis-
dc.subjectStrength design-
dc.subjectUltimate behavior-
dc.subjectDesign-
dc.subjectSpecifications-
dc.titleStrength design of reinforced-concrete hydraulic structures. Report 6, Analytical study of the ultimate behavior of model reinforced-concrete circular conduits-
dc.typeReporten_US
Appears in Collections:Technical Report

Files in This Item:
File Description SizeFormat 
TR-SL-80-4-Report-6.pdf10.44 MBAdobe PDFThumbnail
View/Open