Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/11965
DC FieldValueLanguage
dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorZhao, Y-
dc.creatorTeng, JG-
dc.date.accessioned2014-12-30T08:29:14Z-
dc.date.available2014-12-30T08:29:14Z-
dc.identifier.urihttp://hdl.handle.net/10397/11965-
dc.descriptionProceedings - 2000 Annual Technical Session, and Meeting, Structural Stability Research Council, Memphis, TN, 24-26 July 2000en_US
dc.language.isoenen_US
dc.titleExperiments on transition junctions in steel silosen_US
dc.typeConference Paperen_US
dc.identifier.spage218-
dc.identifier.epage231-
dcterms.abstractA program at The Hong Kong Polytechnic University on the buckling and collapse of shell junctions in elevated steel silos, tanks and pressure vessels is discussed. With a large amount of effort and care, an experimental facility was developed which can be used for buckling experiments. Test results on shell junctions show that for both internally-pressurized cone-cylinder junctions and cone-cylinder-skirt transition junctions in steel silos, the non-buckling mode is associated with a stable post-buckling path. In internally-pressurized cone-cylinder junctions, the growth of short-wave buckles can cause large strains at the circumferential weld and eventual rupture.-
dcterms.bibliographicCitationProceedings - Annual Technical Session, Structural Stability Research Council, 2000, p. 218-231-
dcterms.issued2000-
dc.identifier.scopus2-s2.0-3042591749-
dc.relation.ispartofbookProceedings - Annual Technical Session, Structural Stability Research Council-
dc.identifier.rosgroupidr01869-
dc.description.ros2000-2001 > Academic research: refereed > Refereed conference paper-
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