Bond stress of grout filled sleeve with additional spiral reinforcement and transverse bar
Also available in printed version
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| Other Authors: | |
| Format: | Bachelor thesis |
| Language: | English |
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Universiti Teknologi Malaysia
2025
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| Online Access: | https://utmik.utm.my/handle/123456789/46332 |
| Abstract | Abstract here |
| _version_ | 1854975077115756544 |
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| author | Safwan Firdaus Abdul Rani |
| author2 | Ahmad Baharuddin Abd. Rahman, supervisor |
| author_facet | Ahmad Baharuddin Abd. Rahman, supervisor Safwan Firdaus Abdul Rani |
| author_sort | Safwan Firdaus Abdul Rani |
| description | Also available in printed version |
| format | Bachelor thesis |
| id | utm-123456789-46332 |
| institution | Universiti Teknologi Malaysia |
| language | English |
| publishDate | 2025 |
| publisher | Universiti Teknologi Malaysia |
| record_format | dspace |
| record_pdf | Abstract |
| spelling | utm-123456789-463322025-08-21T02:45:42Z Bond stress of grout filled sleeve with additional spiral reinforcement and transverse bar Safwan Firdaus Abdul Rani Ahmad Baharuddin Abd. Rahman, supervisor Civil engineering Also available in printed version Precast connection is an important element for the stability for precast structures. The connection system of precast concrete structure must be designed to satisfy the structural performance of a monolithic concrete structure. Conventional bar lapping system is one of available precast connections but it has long development length especially for large diameter steel bar to be embedded in precast structure. Splice sleeve connecter is an alternative precast connection system, splicing reinforcement bars extruded from structural elements to ensure continuity among them. In the construction market, splice sleeve connecters are mostly proprietary connectors that result in high cost. Therefore, the researchers aim to innovate new splice connecters that would fulfil the requirement of the Malaysian construction industry. Plain rebars are often used in precast concrete elements. The provision of plain rebar along either side of the precast joint will strengthen its resistance and provide greater ductility. However, to fully utilize plain rebar as reinforcement for concrete, some aspects of their behaviour have to be determined, including bond and anchorage in concrete. This project reports, the performance of bond strength of plain rebar in concrete. The parameter effects of different pitch and inner diameter of spiral reinforcement, number of transverse bar and size of main bar was investigated to find the increase of bond strength between plain reinforcement and concrete. Results of direct pullout tests of plain bars in concrete are presented. The results show that parameters do not increase the performance of bond strength of plain reinforcement in concrete zulaihi UTM 96 p. Project Paper (Sarjana Muda Kejuruteraan (Awam)) - Universiti Teknologi Malaysia, 2011 2025-03-12T05:01:05Z 2025-03-12T05:01:05Z 2011 Bachelor thesis https://utmik.utm.my/handle/123456789/46332 vital:121906 valet-20190324-102157 ENG Closed Access UTM Complete Unpublished Completion application/pdf Universiti Teknologi Malaysia |
| spellingShingle | Civil engineering Safwan Firdaus Abdul Rani Bond stress of grout filled sleeve with additional spiral reinforcement and transverse bar |
| thesis_level | Other |
| title | Bond stress of grout filled sleeve with additional spiral reinforcement and transverse bar |
| title_full | Bond stress of grout filled sleeve with additional spiral reinforcement and transverse bar |
| title_fullStr | Bond stress of grout filled sleeve with additional spiral reinforcement and transverse bar |
| title_full_unstemmed | Bond stress of grout filled sleeve with additional spiral reinforcement and transverse bar |
| title_short | Bond stress of grout filled sleeve with additional spiral reinforcement and transverse bar |
| title_sort | bond stress of grout filled sleeve with additional spiral reinforcement and transverse bar |
| topic | Civil engineering |
| url | https://utmik.utm.my/handle/123456789/46332 |
| work_keys_str_mv | AT safwanfirdausabdulrani bondstressofgroutfilledsleevewithadditionalspiralreinforcementandtransversebar |