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/517/ http://ir.unimas.my/517/1/lelly_marini.pdf |
| Summary: | 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. |
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