Analysis of Pressurized Arch-Shells
dc.contributor.author | Goh, Julian Kok Seng | en |
dc.contributor.committeechair | Plaut, Raymond H. | en |
dc.contributor.committeemember | Kapania, Rakesh K. | en |
dc.contributor.committeemember | Holzer, Siegfried M. | en |
dc.contributor.department | Civil Engineering | en |
dc.date.accessioned | 2014-03-14T20:47:23Z | en |
dc.date.adate | 1998-04-11 | en |
dc.date.available | 2014-03-14T20:47:23Z | en |
dc.date.issued | 1998-11-19 | en |
dc.date.rdate | 1999-04-11 | en |
dc.date.sdate | 1998-11-03 | en |
dc.description.abstract | A 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.degree | Master of Science | en |
dc.identifier.other | etd-110298-213557 | en |
dc.identifier.sourceurl | http://scholar.lib.vt.edu/theses/available/etd-110298-213557/ | en |
dc.identifier.uri | http://hdl.handle.net/10919/35576 | en |
dc.publisher | Virginia Tech | en |
dc.relation.haspart | jkgoh.pdf | en |
dc.rights | In Copyright | en |
dc.rights.uri | http://rightsstatements.org/vocab/InC/1.0/ | en |
dc.subject | shell | en |
dc.subject | arch | en |
dc.subject | Rayleigh-Ritz method | en |
dc.subject | wind load | en |
dc.subject | structural analysis | en |
dc.subject | snow load | en |
dc.title | Analysis of Pressurized Arch-Shells | en |
dc.type | Thesis | en |
thesis.degree.discipline | Civil Engineering | en |
thesis.degree.grantor | Virginia Polytechnic Institute and State University | en |
thesis.degree.level | masters | en |
thesis.degree.name | Master of Science | en |
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