Effects of Long-Term Creep on the Integrity of Modern Wood Structures
dc.contributor.author | Tissaoui, Jacem | en |
dc.contributor.committeecochair | Loferski, Joseph R. | en |
dc.contributor.committeecochair | Holzer, Siegfried M. | en |
dc.contributor.committeemember | Thangjitham, Surot | en |
dc.contributor.committeemember | Dillard, David A. | en |
dc.contributor.committeemember | Garst, Donald A. | en |
dc.contributor.department | Civil Engineering | en |
dc.date.accessioned | 2014-03-14T20:21:15Z | en |
dc.date.adate | 1996-12-10 | en |
dc.date.available | 2014-03-14T20:21:15Z | en |
dc.date.issued | 1996-12-10 | en |
dc.date.rdate | 1996-12-10 | en |
dc.date.sdate | 1998-07-17 | en |
dc.description.abstract | Short-term creep tests in tension and in compression were conducted on southern pine, Douglas-fir, yellow-poplar, and Parallam™ samples at temperatures ranging between 20 and 80° C and at 6, 9 and 12% moisture content. The principle of time-temperature superposition was applied to form a master curve that extended for a maximum of 2 years. The horizontal shift factors followed an Arrhenius relation with activation energies ranging between 75 and 130 kJ/mole. It was not possible to superpose the compliance curves at 70 and 80° C, this is attributed to the presence of multiple components in wood with different temperature dependence. Long-term creep tests were also conducted in tension and in compression at 20° C and 12% moisture content for over 2 years. The resulting compliance curves were fitted to the power law equation using a nonlinear fitting procedure. The results were compared with those of the short-term creep tests. Finite element analysis was conducted on selected wood structures to determine the effect of creep on serviceability and stability. | en |
dc.description.degree | Ph. D. | en |
dc.identifier.other | etd-12803097520 | en |
dc.identifier.sourceurl | http://scholar.lib.vt.edu/theses/available/etd-12803097520/ | en |
dc.identifier.uri | http://hdl.handle.net/10919/30288 | en |
dc.publisher | Virginia Tech | en |
dc.relation.haspart | etd.pdf | en |
dc.rights | In Copyright | en |
dc.rights.uri | http://rightsstatements.org/vocab/InC/1.0/ | en |
dc.subject | Finite element method | en |
dc.subject | structures | en |
dc.subject | Wood | en |
dc.subject | creep | en |
dc.subject | TTSP | en |
dc.title | Effects of Long-Term Creep on the Integrity of Modern Wood Structures | en |
dc.type | Dissertation | en |
thesis.degree.discipline | Civil Engineering | en |
thesis.degree.grantor | Virginia Polytechnic Institute and State University | en |
thesis.degree.level | doctoral | en |
thesis.degree.name | Ph. D. | en |
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