Bond behavior of grouted spiral and splice connection under direct axial and flexural pullout load
The conventional grouted connections with corrugated aluminium sleeves have been used widely in precast concrete construction. The main problem of the conventional grouted sleeve connections is the need for long embedded lengths reinforcement rebars to achieve full continuity. There is a tendency fo...
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| 主要作者: | |
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| 格式: | Thesis |
| 語言: | English |
| 出版: |
2015
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| 主題: | |
| 在線閱讀: | http://eprints.utm.my/id/eprint/54779/1/SeyedJamalPFKA2015.pdf |
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