ON THE EVALUATION OF ACTUAL STIFFENESS OF A RAILWAY COMPOSITE BRIDGE WITH THE HELP OF FE ANALYSIS
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- TANIGUCHI Nozomu
- 前橋工科大学 社会環境工学科
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- FUJIWARA Yoshinori
- 鉄道建設・運輸施設整備支援機構 鉄道建設本部
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- LIN Weiwei
- 早稲田大学 理工学術院 国際教育センター
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- YODA Teruhiko
- 早稲田大学 理工学術院 社会環境工学科
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- MATSUO Hitoshi
- パシフィックコンサルタンツ 鉄道部
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- KUBO Takeaki
- トーニチコンサルタント 本社事業本部 鉄道本部
Bibliographic Information
- Other Title
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- 有限要素解析による鉄道用合成桁の実剛性評価に関する検討
Abstract
Bridge accessories such as parapets, duct, slab deck are commonly used in bridge structures, but their real effects on the structural behavior of the bridges are still unknown. In this study, experiments were performed on a railway bridge to confirm the contribution of the bridge accessories and their design details. Both displacements on key sections and sectional strains were measured in the test, and the theoretical results on the basis of the classical mechanics were provided to compare with the test results. In order to evaluate actual stiffness of the bridge, numerical studies were conducted, and the stress concentration on the concrete slab near the expansion joints was confirmed. The results obtained in this study can be used for improving the design method of new railway bridges and maintenance of old railway bridge structures.
Journal
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- Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM))
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Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM)) 71 (2), I_785-I_793, 2015
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390001205349845504
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- NII Article ID
- 130005128848
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- ISSN
- 21854661
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- Text Lang
- ja
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- Data Source
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- JaLC
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed