Finite cross section analysis for externally prestressed beams at ultimate flexure limit state
This study presents the results of an analytical investigation of the strength a structural behaviour of concrete beam members prestressed with external tendons at ultimate limit state. The analysis of a beam member prestressed with external tendons that is subjected to loading up to their ultimate...
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| Format: | Thesis |
| Language: | English |
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Universiti Malaysia Sarawak, UNIMAS
2005
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| Online Access: | http://ir.unimas.my/id/eprint/517/ http://ir.unimas.my/id/eprint/517/2/Finite%20cross%20section%20analysis%20for%20externally%20prestressed...%28fulltext%29.pdf |
| _version_ | 1848834558230790144 |
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| author | Lelly, Marini |
| author_facet | Lelly, Marini |
| author_sort | Lelly, Marini |
| building | UNIMAS Institutional Repository |
| collection | Online Access |
| description | This study presents the results of an analytical investigation of the strength a structural behaviour of concrete beam members prestressed with external tendons at ultimate limit state. The analysis of a beam member prestressed with external tendons that is subjected to loading up to their ultimate behaviour is more difficult than those internal bonded tendons. |
| first_indexed | 2025-11-15T05:53:53Z |
| format | Thesis |
| id | unimas-517 |
| institution | Universiti Malaysia Sarawak |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-15T05:53:53Z |
| publishDate | 2005 |
| publisher | Universiti Malaysia Sarawak, UNIMAS |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | unimas-5172023-03-09T02:38:51Z http://ir.unimas.my/id/eprint/517/ Finite cross section analysis for externally prestressed beams at ultimate flexure limit state Lelly, Marini TA Engineering (General). Civil engineering (General) This study presents the results of an analytical investigation of the strength a structural behaviour of concrete beam members prestressed with external tendons at ultimate limit state. The analysis of a beam member prestressed with external tendons that is subjected to loading up to their ultimate behaviour is more difficult than those internal bonded tendons. Universiti Malaysia Sarawak, UNIMAS 2005 Thesis NonPeerReviewed text en http://ir.unimas.my/id/eprint/517/2/Finite%20cross%20section%20analysis%20for%20externally%20prestressed...%28fulltext%29.pdf Lelly, Marini (2005) Finite cross section analysis for externally prestressed beams at ultimate flexure limit state. Masters thesis, Universiti Malaysia Sarawak (UNIMAS). |
| spellingShingle | TA Engineering (General). Civil engineering (General) Lelly, Marini Finite cross section analysis for externally prestressed beams at ultimate flexure limit state |
| title | Finite cross section analysis for externally prestressed beams at ultimate flexure limit state |
| title_full | Finite cross section analysis for externally prestressed beams at ultimate flexure limit state |
| title_fullStr | Finite cross section analysis for externally prestressed beams at ultimate flexure limit state |
| title_full_unstemmed | Finite cross section analysis for externally prestressed beams at ultimate flexure limit state |
| title_short | Finite cross section analysis for externally prestressed beams at ultimate flexure limit state |
| title_sort | finite cross section analysis for externally prestressed beams at ultimate flexure limit state |
| topic | TA Engineering (General). Civil engineering (General) |
| url | http://ir.unimas.my/id/eprint/517/ http://ir.unimas.my/id/eprint/517/2/Finite%20cross%20section%20analysis%20for%20externally%20prestressed...%28fulltext%29.pdf |