Limit Analysis and Shakedown in Plane Frames and Plane Stress Problems

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dc.contributor.advisorMartin, JBen_ZA
dc.contributor.authorDouglas, Andrew Sholtoen_ZA
dc.date.accessioned2014-09-05T12:34:16Z
dc.date.available2014-09-05T12:34:16Z
dc.date.issued1977en_ZA
dc.description.abstractA method is developed for the determination of the shakedown load factor for elastic, perfectly plastic plane frames subjected to cyclic loading or random loads varying between fixed limits. The essential feature of the method is the employment of an automatic force method of elastic analysis which provides self-stress systems for the frame. This in turn permits the ready formulation of the compatibility requirements which are imposed on plastic hinge rotations. As a result, the analysis proceeds with data input which is comparable to straightforward kinematic analysis. A preliminary study of the generalisation of this approach to the limit analysis of plane stress problems is also given.en_ZA
dc.identifier.apacitationDouglas, A. S. (1977). <i>Limit Analysis and Shakedown in Plane Frames and Plane Stress Problems</i>. (Thesis). University of Cape Town ,Faculty of Engineering & the Built Environment ,Department of Civil Engineering. Retrieved from http://hdl.handle.net/11427/6914en_ZA
dc.identifier.chicagocitationDouglas, Andrew Sholto. <i>"Limit Analysis and Shakedown in Plane Frames and Plane Stress Problems."</i> Thesis., University of Cape Town ,Faculty of Engineering & the Built Environment ,Department of Civil Engineering, 1977. http://hdl.handle.net/11427/6914en_ZA
dc.identifier.citationDouglas, A. 1977. Limit Analysis and Shakedown in Plane Frames and Plane Stress Problems. University of Cape Town.en_ZA
dc.identifier.ris TY - Thesis / Dissertation AU - Douglas, Andrew Sholto AB - A method is developed for the determination of the shakedown load factor for elastic, perfectly plastic plane frames subjected to cyclic loading or random loads varying between fixed limits. The essential feature of the method is the employment of an automatic force method of elastic analysis which provides self-stress systems for the frame. This in turn permits the ready formulation of the compatibility requirements which are imposed on plastic hinge rotations. As a result, the analysis proceeds with data input which is comparable to straightforward kinematic analysis. A preliminary study of the generalisation of this approach to the limit analysis of plane stress problems is also given. DA - 1977 DB - OpenUCT DP - University of Cape Town LK - https://open.uct.ac.za PB - University of Cape Town PY - 1977 T1 - Limit Analysis and Shakedown in Plane Frames and Plane Stress Problems TI - Limit Analysis and Shakedown in Plane Frames and Plane Stress Problems UR - http://hdl.handle.net/11427/6914 ER - en_ZA
dc.identifier.urihttp://hdl.handle.net/11427/6914
dc.identifier.vancouvercitationDouglas AS. Limit Analysis and Shakedown in Plane Frames and Plane Stress Problems. [Thesis]. University of Cape Town ,Faculty of Engineering & the Built Environment ,Department of Civil Engineering, 1977 [cited yyyy month dd]. Available from: http://hdl.handle.net/11427/6914en_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.titleLimit Analysis and Shakedown in Plane Frames and Plane Stress Problemsen_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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