Deformation theory analysis of a dynamically loaded rigid-plastic cantilever

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dc.contributor.advisorMartin, J Ben_ZA
dc.contributor.authorLiebenberg, Franciscus Xavieriusen_ZA
dc.date.accessioned2016-04-01T06:45:47Z
dc.date.available2016-04-01T06:45:47Z
dc.date.issued1980en_ZA
dc.description.abstractTaya and Mura (1974) introduced a new thought into rigid-plastic approximate methods by presenting what was claimed to be an extension of Hamilton's Principle (normally considered to be restricted to conservative systems) to rigid-plastic structural dynamics. A comment by Professor A.R.S. Ponter, however, has led to the present study. Professor Ponter queried whether Taya and Mura had indeed extended Hamilton's Principle; it could equally well be interpreted that in the limited applications which they considered they had replaced the usual non-holonomic viscous rigid-plastic relation by a holonomic deformation theory or non-linear elastic relation. This interpretation can be made because Taya and Mura did not consider any applications in which unloading took place.en_ZA
dc.identifier.apacitationLiebenberg, F. X. (1980). <i>Deformation theory analysis of a dynamically loaded rigid-plastic cantilever</i>. (Thesis). University of Cape Town ,Faculty of Engineering & the Built Environment ,Department of Civil Engineering. Retrieved from http://hdl.handle.net/11427/18465en_ZA
dc.identifier.chicagocitationLiebenberg, Franciscus Xavierius. <i>"Deformation theory analysis of a dynamically loaded rigid-plastic cantilever."</i> Thesis., University of Cape Town ,Faculty of Engineering & the Built Environment ,Department of Civil Engineering, 1980. http://hdl.handle.net/11427/18465en_ZA
dc.identifier.citationLiebenberg, F. 1980. Deformation theory analysis of a dynamically loaded rigid-plastic cantilever. University of Cape Town.en_ZA
dc.identifier.ris TY - Thesis / Dissertation AU - Liebenberg, Franciscus Xavierius AB - Taya and Mura (1974) introduced a new thought into rigid-plastic approximate methods by presenting what was claimed to be an extension of Hamilton's Principle (normally considered to be restricted to conservative systems) to rigid-plastic structural dynamics. A comment by Professor A.R.S. Ponter, however, has led to the present study. Professor Ponter queried whether Taya and Mura had indeed extended Hamilton's Principle; it could equally well be interpreted that in the limited applications which they considered they had replaced the usual non-holonomic viscous rigid-plastic relation by a holonomic deformation theory or non-linear elastic relation. This interpretation can be made because Taya and Mura did not consider any applications in which unloading took place. DA - 1980 DB - OpenUCT DP - University of Cape Town LK - https://open.uct.ac.za PB - University of Cape Town PY - 1980 T1 - Deformation theory analysis of a dynamically loaded rigid-plastic cantilever TI - Deformation theory analysis of a dynamically loaded rigid-plastic cantilever UR - http://hdl.handle.net/11427/18465 ER - en_ZA
dc.identifier.urihttp://hdl.handle.net/11427/18465
dc.identifier.vancouvercitationLiebenberg FX. Deformation theory analysis of a dynamically loaded rigid-plastic cantilever. [Thesis]. University of Cape Town ,Faculty of Engineering & the Built Environment ,Department of Civil Engineering, 1980 [cited yyyy month dd]. Available from: http://hdl.handle.net/11427/18465en_ZA
dc.language.isoengen_ZA
dc.publisher.departmentDepartment of Civil Engineeringen_ZA
dc.publisher.facultyFaculty of Engineering and the Built Environment
dc.publisher.institutionUniversity of Cape Town
dc.subject.otherCivil Engineeringen_ZA
dc.titleDeformation theory analysis of a dynamically loaded rigid-plastic cantileveren_ZA
dc.typeMaster Thesis
dc.type.qualificationlevelMasters
dc.type.qualificationnameMScen_ZA
uct.type.filetypeText
uct.type.filetypeImage
uct.type.publicationResearchen_ZA
uct.type.resourceThesisen_ZA
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