VTechWorks staff will be away for the Thanksgiving holiday beginning at noon on Wednesday, November 27, through Friday, November 29. We will resume normal operations on Monday, December 2. Thank you for your patience.
 

Analysis of Pressurized Arch-Shells

dc.contributor.authorGoh, Julian Kok Sengen
dc.contributor.committeechairPlaut, Raymond H.en
dc.contributor.committeememberKapania, Rakesh K.en
dc.contributor.committeememberHolzer, Siegfried M.en
dc.contributor.departmentCivil Engineeringen
dc.date.accessioned2014-03-14T20:47:23Zen
dc.date.adate1998-04-11en
dc.date.available2014-03-14T20:47:23Zen
dc.date.issued1998-11-19en
dc.date.rdate1999-04-11en
dc.date.sdate1998-11-03en
dc.description.abstractA pressurized arch-shell structural component made of flexible material is considered. The component is inflated with high internal pressure. The behavior of similar types of structures, such as a pair of leaning pressurized arches and pressurized arch-supported membrane shelters, has been investigated in the past. More recently, several types of pressurized structures have been incorporated as part of the framework for a variety of structural systems. Particularly, the U.S. Army has been investigating the use of large lightweight and transportable pressurized arch-shell structures to be used as maintenance shelters for vehicles, helicopters, and airplanes. The formulated equations using thin shell theory are applied to a pressurized arch-shell component. A numerical investigation based on the Rayleigh-Ritz method is utilized to determine the behavior of arch-shells under various types of loading. The types of loading include a uniformly distributed vertical load representing snow, a wind load, and a horizontal side load distributed along the arc length. Deflections, stress resultants, and moments at various locations are computed for two types of shapes: circular and non-circular arch-shells.en
dc.description.degreeMaster of Scienceen
dc.identifier.otheretd-110298-213557en
dc.identifier.sourceurlhttp://scholar.lib.vt.edu/theses/available/etd-110298-213557/en
dc.identifier.urihttp://hdl.handle.net/10919/35576en
dc.publisherVirginia Techen
dc.relation.haspartjkgoh.pdfen
dc.rightsIn Copyrighten
dc.rights.urihttp://rightsstatements.org/vocab/InC/1.0/en
dc.subjectshellen
dc.subjectarchen
dc.subjectRayleigh-Ritz methoden
dc.subjectwind loaden
dc.subjectstructural analysisen
dc.subjectsnow loaden
dc.titleAnalysis of Pressurized Arch-Shellsen
dc.typeThesisen
thesis.degree.disciplineCivil Engineeringen
thesis.degree.grantorVirginia Polytechnic Institute and State Universityen
thesis.degree.levelmastersen
thesis.degree.nameMaster of Scienceen

Files

Original bundle
Now showing 1 - 1 of 1
Loading...
Thumbnail Image
Name:
jkgoh.pdf
Size:
1.33 MB
Format:
Adobe Portable Document Format

Collections