碩士 / 國立臺灣海洋大學 / 輪機工程系 / 102 / The purpose of this paper is to optimize the structure of lashing bridge with the element method。Nowadays shipping industry is developing toward environmental protection and high capacity transportation。When a new ship was designed，we must consider reduce fuel consumption，high efficiency loading and structural safety at the same time。When the container is loaded inside the cabin，bulkhead structural support is fixed it well。When the container is loaded on the upper deck，mainly dependent on the container corner fitting and lashing bridge to support fixed in a safe location。The lightweighting of lashing bridge structural can reduce fuel consumption and increase the container quantity loaded on the upper deck to improve the transport capacity at the same time。Structural safety must correspond with ABS regulations。
In this paper we establish lashing bridge model by using ANSYS software with Finite Element Method。We use 8`6" height container as experimental subject，simulate force load as the real transport situation。We analysis various type of lashing bridge suffered same external stress。Then we observed lashing bridge structure stress intensity change and to explore the reasons。
The results revealed that，We compared Face-TYPE and K-TYPE structure。Face-TYPE is more effective sharing of Y-Axis stress and Shear stress。The use of Face-TYPE structure in the specific area and reducing the thickness able to get the optimal results。
| Identifer | oai:union.ndltd.org:TW/102NTOU5484001 |
| Date | January 2013 |
| Creators | Wei-Hsi Huang, 黃威喜 |
| Contributors | Hsien-Der Lee, 李賢德 |
| Source Sets | National Digital Library of Theses and Dissertations in Taiwan |
| Language | zh-TW |
| Detected Language | English |
| Type | 學位論文 ; thesis |
| Format | 63 |
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