Please use this identifier to cite or link to this item:
DC FieldValueLanguage
dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorZhao, Y-
dc.creatorTeng, JG-
dc.descriptionProceedings - 2000 Annual Technical Session, and Meeting, Structural Stability Research Council, Memphis, TN, 24-26 July 2000en_US
dc.titleExperiments on transition junctions in steel silosen_US
dc.typeConference Paperen_US
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-
dc.relation.ispartofbookProceedings - Annual Technical Session, Structural Stability Research Council-
dc.description.ros2000-2001 > Academic research: refereed > Refereed conference paper-
Appears in Collections:Conference Paper
View full-text via PolyU eLinks SFX Query
Show simple item record

Page view(s)

Last Week
Last month
Citations as of Oct 20, 2020

Google ScholarTM


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.