A finite element program for the static analysis of branched, thin shells of revolution under axisymmetric loading
| dc.contributor.advisor | Doyle, W | |
| dc.contributor.author | Griffin, T B | |
| dc.date.accessioned | 2023-10-02T14:19:39Z | |
| dc.date.available | 2023-10-02T14:19:39Z | |
| dc.date.issued | 1974 | |
| dc.date.updated | 2023-10-02T10:55:07Z | |
| dc.description.abstract | A finite element computer program which uses the conical, frustrum element is presented for the Linear elastic, static analysis of variable thickness, branched, thin shells of revolution, composed of straight sections and subject to general, axisymmetric mechanical, 1,oading. The thin she1,1, theory and finite element theory forming the basis of the analysis are described, with particular attention being given to the closing of the she l, 1, at the axis of symmetry, and shell branching. Numerous problems embodying al,1, relevant features of the program are analysed, and their solutions are discussed. A user's manual, for the program is appended, and guidelines for the efficient use of the program are given. | |
| dc.identifier.apacitation | Griffin, T. B. (1974). <i>A finite element program for the static analysis of branched, thin shells of revolution under axisymmetric loading</i>. (). ,Faculty of Engineering and the Built Environment ,Department of Civil Engineering. Retrieved from http://hdl.handle.net/11427/39017 | en_ZA |
| dc.identifier.chicagocitation | Griffin, T B. <i>"A finite element program for the static analysis of branched, thin shells of revolution under axisymmetric loading."</i> ., ,Faculty of Engineering and the Built Environment ,Department of Civil Engineering, 1974. http://hdl.handle.net/11427/39017 | en_ZA |
| dc.identifier.citation | Griffin, T.B. 1974. A finite element program for the static analysis of branched, thin shells of revolution under axisymmetric loading. . ,Faculty of Engineering and the Built Environment ,Department of Civil Engineering. http://hdl.handle.net/11427/39017 | en_ZA |
| dc.identifier.ris | TY - Master Thesis AU - Griffin, T B AB - A finite element computer program which uses the conical, frustrum element is presented for the Linear elastic, static analysis of variable thickness, branched, thin shells of revolution, composed of straight sections and subject to general, axisymmetric mechanical, 1,oading. The thin she1,1, theory and finite element theory forming the basis of the analysis are described, with particular attention being given to the closing of the she l, 1, at the axis of symmetry, and shell branching. Numerous problems embodying al,1, relevant features of the program are analysed, and their solutions are discussed. A user's manual, for the program is appended, and guidelines for the efficient use of the program are given. DA - 1974 DB - OpenUCT DP - University of Cape Town KW - Engineering LK - https://open.uct.ac.za PY - 1974 T1 - A finite element program for the static analysis of branched, thin shells of revolution under axisymmetric loading TI - A finite element program for the static analysis of branched, thin shells of revolution under axisymmetric loading UR - http://hdl.handle.net/11427/39017 ER - | en_ZA |
| dc.identifier.uri | http://hdl.handle.net/11427/39017 | |
| dc.identifier.vancouvercitation | Griffin TB. A finite element program for the static analysis of branched, thin shells of revolution under axisymmetric loading. []. ,Faculty of Engineering and the Built Environment ,Department of Civil Engineering, 1974 [cited yyyy month dd]. Available from: http://hdl.handle.net/11427/39017 | en_ZA |
| dc.language.rfc3066 | eng | |
| dc.publisher.department | Department of Civil Engineering | |
| dc.publisher.faculty | Faculty of Engineering and the Built Environment | |
| dc.subject | Engineering | |
| dc.title | A finite element program for the static analysis of branched, thin shells of revolution under axisymmetric loading | |
| dc.type | Master Thesis | |
| dc.type.qualificationlevel | Masters | |
| dc.type.qualificationlevel | MSc |