Structural Response of Precast Segmental Concrete Beams Prestressed with Unbonded Steel/CFRP tendons
This study investigates the use of Carbon fibre-reinforced polymer (CFRP) tendons on precast segmental concrete bridge beams (PSBs). Experimental and numerical results have approved the feasibility of applying CFRP tendons on this type of structure in construction practice for corrosion control that...
| Main Author: | |
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| Format: | Thesis |
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Curtin University
2019
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| Online Access: | http://hdl.handle.net/20.500.11937/79286 |
| _version_ | 1848764032463405056 |
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| author | Le, Duy Tan |
| author_facet | Le, Duy Tan |
| author_sort | Le, Duy Tan |
| building | Curtin Institutional Repository |
| collection | Online Access |
| description | This study investigates the use of Carbon fibre-reinforced polymer (CFRP) tendons on precast segmental concrete bridge beams (PSBs). Experimental and numerical results have approved the feasibility of applying CFRP tendons on this type of structure in construction practice for corrosion control that allows to reduce lifecycle maintenance costs of the structure. A new analytical procedure for predicting deflections and closed-form equations to estimate the balanced reinforcement ratio of PSBs with unbonded tendons are also developed. |
| first_indexed | 2025-11-14T11:12:54Z |
| format | Thesis |
| id | curtin-20.500.11937-79286 |
| institution | Curtin University Malaysia |
| institution_category | Local University |
| last_indexed | 2025-11-14T11:12:54Z |
| publishDate | 2019 |
| publisher | Curtin University |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | curtin-20.500.11937-792862022-05-13T00:55:21Z Structural Response of Precast Segmental Concrete Beams Prestressed with Unbonded Steel/CFRP tendons Le, Duy Tan This study investigates the use of Carbon fibre-reinforced polymer (CFRP) tendons on precast segmental concrete bridge beams (PSBs). Experimental and numerical results have approved the feasibility of applying CFRP tendons on this type of structure in construction practice for corrosion control that allows to reduce lifecycle maintenance costs of the structure. A new analytical procedure for predicting deflections and closed-form equations to estimate the balanced reinforcement ratio of PSBs with unbonded tendons are also developed. 2019 Thesis http://hdl.handle.net/20.500.11937/79286 Curtin University fulltext |
| spellingShingle | Le, Duy Tan Structural Response of Precast Segmental Concrete Beams Prestressed with Unbonded Steel/CFRP tendons |
| title | Structural Response of Precast Segmental Concrete Beams Prestressed with Unbonded Steel/CFRP tendons |
| title_full | Structural Response of Precast Segmental Concrete Beams Prestressed with Unbonded Steel/CFRP tendons |
| title_fullStr | Structural Response of Precast Segmental Concrete Beams Prestressed with Unbonded Steel/CFRP tendons |
| title_full_unstemmed | Structural Response of Precast Segmental Concrete Beams Prestressed with Unbonded Steel/CFRP tendons |
| title_short | Structural Response of Precast Segmental Concrete Beams Prestressed with Unbonded Steel/CFRP tendons |
| title_sort | structural response of precast segmental concrete beams prestressed with unbonded steel/cfrp tendons |
| url | http://hdl.handle.net/20.500.11937/79286 |