Please use this identifier to cite or link to this item:
http://hdl.handle.net/11375/14157
Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.advisor | Robinson, H. | en_US |
dc.contributor.author | Naraine, Krishna S. | en_US |
dc.date.accessioned | 2014-06-18T17:06:30Z | - |
dc.date.available | 2014-06-18T17:06:30Z | - |
dc.date.created | 2014-05-12 | en_US |
dc.date.issued | 1984-07 | en_US |
dc.identifier.other | opendissertations/8985 | en_US |
dc.identifier.other | 10066 | en_US |
dc.identifier.other | 5570034 | en_US |
dc.identifier.uri | http://hdl.handle.net/11375/14157 | - |
dc.description.abstract | <p>An elastic interaction theory, taking both slip and uplift effects into account, is presented for a composite beam with a solid concrete slab connected to a steel beam. The results of this theory , which involves the solution of a sixth order differential equation, are compared with the results of Newmark's theory which only considers interfacial slip effects and involves the solution of a second order differential equation.</p> <p>An experimental study of a full scale composite beam incorporating a cellular deck under a two point load and simple support conditions is also reported. In addition, the experimental results are compared with the computed results obtained from an existing finite difference formulation.</p> | en_US |
dc.subject | elastic interaction theory | en_US |
dc.subject | slip | en_US |
dc.subject | uplift | en_US |
dc.subject | steel | en_US |
dc.subject | concrete | en_US |
dc.subject | Civil and Environmental Engineering | en_US |
dc.subject | Civil Engineering | en_US |
dc.subject | Engineering | en_US |
dc.subject | Civil and Environmental Engineering | en_US |
dc.title | Slip and Uplift Effects in Composite Beams | en_US |
dc.type | thesis | en_US |
dc.contributor.department | Civil Engineering | en_US |
dc.description.degree | Master of Engineering (ME) | en_US |
Appears in Collections: | Open Access Dissertations and Theses |
Files in This Item:
File | Size | Format | |
---|---|---|---|
fulltext.pdf | 32.82 MB | Adobe PDF | View/Open |
Items in MacSphere are protected by copyright, with all rights reserved, unless otherwise indicated.