Differential Equations of Stiffened Panels
dc.contributor.author | Rigo, Philippe | en_US |
dc.date.accessioned | 2012-06-21T21:26:30Z | |
dc.date.available | 2012-06-21T21:26:30Z | |
dc.date.issued | 2001-03-01 | en_US |
dc.identifier.uri | https://hdl.handle.net/2027.42/91690 | |
dc.description.abstract | This text presents the theory used to implement in the LBR5 software an analytical solution of the stiffened panels governing equations. For that purpose, Fourier series expansions are used to solve the governing differential equations. &&In the present analysis, cylindrical shells are used as the reference panels. Stiffened plates are considered as a simplified case of the more general cylindrical shell. In the LBR-5 software, plates are analyzed as being cylindrical shells having a very large radius (q=1.0 10lo rn). &&The present method has been developed for fast and accurate linear elastic analysis of stiffened structures, particularly in regard to structural optimization. | en_US |
dc.publisher | University of Michigan | en_US |
dc.title | Differential Equations of Stiffened Panels | en_US |
dc.type | Technical Report | en_US |
dc.subject.hlbsecondlevel | Naval Architecture and Marine Engineering | en_US |
dc.subject.hlbtoplevel | Engineering | en_US |
dc.contributor.affiliationum | Department of Naval Architecture and Marine Engineering | en_US |
dc.contributor.affiliationother | Dept. of Naval Architecture, ANAST, University of Liege, Belgium | en_US |
dc.description.bitstreamurl | http://deepblue.lib.umich.edu/bitstream/2027.42/91690/1/Publication_No_348.pdf | |
dc.owningcollname | Naval Architecture & Marine Engineering (NA&ME) |
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