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NAOSITE : Nagasaki University's Academic Output SITE > Faculty of Engineering > Bulletin > Reports of the Faculty of Engineering, Nagasaki University > Volume 32, No. 59 >

連続鋼合成桁橋の2次元および3次元FEM解析


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Title: 連続鋼合成桁橋の2次元および3次元FEM解析
Other Titles: 2D and 3D Finite Element Analysis of Continuous Steel-Composite Girder
Authors: 松田, 浩 / 崎山, 毅 / 森田, 千尋 / 北原, 隆 / 楠原, 絵美 / 倉方, 慶夫
Authors (alternative): Hiroshi, MATSUDA / Takeshi, SAKIYAMA / Chihiro, MORITA / Takashi, KITAHARA / Emi, KUSUHARA / Yoshio, KURATAKA
Issue Date: Jul-2002
Citation: 長崎大学工学部研究報告 Vol.32(59) p.99-104, 2002
Abstract: Recently, rational composite bridges consisting of two main girders are likely to be adopted for highway bridges in order to reduce construction costs. A new composition beam is the continuous beam where prestress is not introduced into the main structure. The RC slab of such a new composite girder must have the function which is different from previous one qualitatively and quantitatively. In this paper, using two and three dimensionally finite element analysis, the state of stress in the RC slab of continuous composite girder is examined. Furthermore, the crack experiment of the middle support of the composite girder which was carried out in the Japan Highway Public Corporation (JH) was simulated by using the three dimensionally non-linear finite element analysis.
URI: http://hdl.handle.net/10069/5217
ISSN: 02860902
Type: Departmental Bulletin Paper
Appears in Collections:Volume 32, No. 59

Citable URI : http://hdl.handle.net/10069/5217

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