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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...
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| Format: | Thesis |
| Language: | English |
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Department of Civil Engineering
2014
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| _version_ | 1867614312299757568 |
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| access_status_str | Open Access |
| author | Douglas, Andrew Sholto |
| author2 | Martin, JB |
| author_browse | Douglas, Andrew Sholto Martin, JB |
| author_facet | Martin, JB Douglas, Andrew Sholto |
| author_sort | Douglas, Andrew Sholto |
| collection | Thesis |
| description | 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. |
| format | Thesis |
| id | oai:open.uct.ac.za:11427/6914 |
| institution | University of Cape Town (South Africa) |
| language | eng |
| last_indexed | 2026-06-10T12:50:02.593Z |
| license_str | Not specified — see source repository |
| provenance_str_mv | Harvested via OAI-PMH from UCTD — University of Cape Town Open Access Repository |
| publishDate | 2014 |
| publishDateRange | 2014 |
| publishDateSort | 2014 |
| publisher | Department of Civil Engineering |
| publisherStr | Department of Civil Engineering |
| record_format | dspace |
| source_str | UCTD — University of Cape Town Open Access Repository |
| spelling | oai:open.uct.ac.za:11427/6914 Limit Analysis and Shakedown in Plane Frames and Plane Stress Problems Douglas, Andrew Sholto Martin, JB Civil engineering 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. 2014-09-05T12:34:16Z 2014-09-05T12:34:16Z 1977 Master Thesis Masters MSc http://hdl.handle.net/11427/6914 eng application/pdf Department of Civil Engineering Faculty of Engineering and the Built Environment University of Cape Town |
| spellingShingle | Civil engineering Douglas, Andrew Sholto Limit Analysis and Shakedown in Plane Frames and Plane Stress Problems |
| thesis_degree_str | Master's |
| title | Limit Analysis and Shakedown in Plane Frames and Plane Stress Problems |
| title_full | Limit Analysis and Shakedown in Plane Frames and Plane Stress Problems |
| title_fullStr | Limit Analysis and Shakedown in Plane Frames and Plane Stress Problems |
| title_full_unstemmed | Limit Analysis and Shakedown in Plane Frames and Plane Stress Problems |
| title_short | Limit Analysis and Shakedown in Plane Frames and Plane Stress Problems |
| title_sort | limit analysis and shakedown in plane frames and plane stress problems |
| topic | Civil engineering |
| url | http://hdl.handle.net/11427/6914 |
| work_keys_str_mv | AT douglasandrewsholto limitanalysisandshakedowninplaneframesandplanestressproblems |