Bond strength of steel hollow sections using carbon fibre reinforced polymer composites
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Kaniz Shahanara Thesis
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Description
This research was a step forward in developing bond strength of CFRP strengthened steel hollow sections under tension loads. The studies have revealed the ultimate load carrying capacity of the CFRP strengthened steel hollow sections and the stress distribution for different orientations of the CFRP sheet at different layers. This thesis presents a series of experimental and finite element analysis to determine a good understanding of the bond characteristics of CFRP strengthened steel hollow sections.
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| ID Code: | 62338 |
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| Item Type: | QUT Thesis (Masters by Research) |
| Supervisor: | Fawzia, Sabrina & Mahendran, Mahen |
| Keywords: | Carbon fibre reinforced polymer (CFRP), Steel hollow section, Effective bond length, Stress distributions, Tensile loading |
| Divisions: | Past > QUT Faculties & Divisions > Science & Engineering Faculty Past > Schools > School of Civil Engineering & Built Environment |
| Institution: | Queensland University of Technology |
| Deposited On: | 13 Sep 2013 05:08 |
| Last Modified: | 04 Sep 2017 14:40 |
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