Buckling of polar and rectilinearly orthotropic annuli under uniform internal or external pressure loading
dc.contributor.author | Fu, Lei | en_US |
dc.contributor.author | Waas, Anthony M. | en_US |
dc.date.accessioned | 2006-04-10T15:22:39Z | |
dc.date.available | 2006-04-10T15:22:39Z | |
dc.date.issued | 1992 | en_US |
dc.identifier.citation | Fu, Lei, Waas, Anthony M. (1992)."Buckling of polar and rectilinearly orthotropic annuli under uniform internal or external pressure loading." Composite Structures 22(1): 47-57. <http://hdl.handle.net/2027.42/30272> | en_US |
dc.identifier.uri | http://www.sciencedirect.com/science/article/B6TWP-47YVT07-2G/2/d09410a90873586c6aac9a3f505b8364 | en_US |
dc.identifier.uri | https://hdl.handle.net/2027.42/30272 | |
dc.description.abstract | The problem of the out of plane buckling of polar orthotropic annuli under uniform internal or external pressure loading has been investigated with the assumption of axisymmetry by numerous researchers. In this paper, the buckling of polar and rectilinearly orthotropic annuli subjected to internal or external pressure loading is examined without restriction to axisymmetric buckling modes. The buckling analyses are performed in both the polar orthotropic and rectilinearly orthotropic cases by the Rayleigh-Ritz method. In the rectilinearly orthotropic cases, the pre-buckling solution is obtained via Galerkin's method as no known exact solution exists, while in the polar orthotropic case the pre-buckling stress distributions used are exact. It is found in both the polar orthotropic and the rectilinearly orthotropic annuli that restriction to axisymmetric buckling modes in the externally pressurized case does not produce the lowest buckling load over a significant range of annuli aspect rations. Example results for commercially used fiber/matrix systems are presented and discussed, and it is concluded that the unwarranted assumption of axisymmetry actually produces nonminimum buckling loads. | en_US |
dc.format.extent | 913102 bytes | |
dc.format.extent | 3118 bytes | |
dc.format.mimetype | application/pdf | |
dc.format.mimetype | text/plain | |
dc.language.iso | en_US | |
dc.publisher | Elsevier | en_US |
dc.title | Buckling of polar and rectilinearly orthotropic annuli under uniform internal or external pressure loading | en_US |
dc.type | Article | en_US |
dc.rights.robots | IndexNoFollow | en_US |
dc.subject.hlbsecondlevel | Materials Science and Engineering | en_US |
dc.subject.hlbtoplevel | Engineering | en_US |
dc.description.peerreviewed | Peer Reviewed | en_US |
dc.contributor.affiliationum | Department of Aerospace Engineering, College of Engineering, University of Michigan, Ann Arbor, Michigan 48109-2140, USA | en_US |
dc.contributor.affiliationum | Department of Aerospace Engineering, College of Engineering, University of Michigan, Ann Arbor, Michigan 48109-2140, USA | en_US |
dc.description.bitstreamurl | http://deepblue.lib.umich.edu/bitstream/2027.42/30272/1/0000673.pdf | en_US |
dc.identifier.doi | http://dx.doi.org/10.1016/0263-8223(92)90037-D | en_US |
dc.identifier.source | Composite Structures | en_US |
dc.owningcollname | Interdisciplinary and Peer-Reviewed |
Files in this item
Remediation of Harmful Language
The University of Michigan Library aims to describe library materials in a way that respects the people and communities who create, use, and are represented in our collections. Report harmful or offensive language in catalog records, finding aids, or elsewhere in our collections anonymously through our metadata feedback form. More information at Remediation of Harmful Language.
Accessibility
If you are unable to use this file in its current format, please select the Contact Us link and we can modify it to make it more accessible to you.