碩士 / 國立臺北科技大學 / 土木與防災研究所 / 100 / This study focused to Glass Fiber Reinforced Polymers (GFRP) composite material members with different types of section combination in order to improve the stiffness of a single component. In response to design requirements, the appropriate GFRP section was selected with reference to the actual scale of the GRFP beam-deck system. This paper uses different beam sections which are bonded together with a GFRP plate to conduct a three-point bending test. According to test results, the ultimate strength, stiffness and failure mode of the combined component is enhanced when compared to the single component. Finally, the Finite Element Method (FEM) numerical simulation of the combined GFRP beam-deck system was done with ANSYS before comparing the experimental result with the analytical result and thus, verifying the accuracy of the FEM model. Through scaled experiments and analysis conducted to investigate the failure mode, the combined GFRP beam-deck system had achieved the optimum safety requirements of its connected members and proves to have a good economic.
| Identifer | oai:union.ndltd.org:TW/100TIT05653093 |
| Date | January 2012 |
| Creators | Yu-Ying Lin, 林毓瑛 |
| Contributors | 李有豐 |
| Source Sets | National Digital Library of Theses and Dissertations in Taiwan |
| Language | zh-TW |
| Detected Language | English |
| Type | 學位論文 ; thesis |
| Format | 130 |
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