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  1. SSMSパブリケーション
  2. Vol.05

A Proposal of Durability Assessment for Existing Bridge Decks Subjected to Heavy Traffic

http://hdl.handle.net/10173/1720
http://hdl.handle.net/10173/1720
9e218079-42a5-4a01-a1e4-f3657e48ae37
名前 / ファイル ライセンス アクション
SMS09-149.pdf SMS09-149.pdf (211.2 kB)
Item type 会議発表論文 / Conference Paper(1)
公開日 2018-02-06
タイトル
タイトル A Proposal of Durability Assessment for Existing Bridge Decks Subjected to Heavy Traffic
言語
言語 eng
キーワード
主題Scheme Other
主題 existing bridge deck
キーワード
主題Scheme Other
主題 life cycle assessment
キーワード
主題Scheme Other
主題 fatigue
資源タイプ
資源タイプ識別子 http://purl.org/coar/resource_type/c_5794
資源タイプ conference paper
著者 Fujiyama, Chikako

× Fujiyama, Chikako

WEKO 2600

Fujiyama, Chikako

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Gebreyouhannes, Esayas

× Gebreyouhannes, Esayas

WEKO 2601

Gebreyouhannes, Esayas

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Maekawa, Koichi

× Maekawa, Koichi

WEKO 2602

Maekawa, Koichi

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抄録
内容記述タイプ Abstract
内容記述 A damage progress of RC slab which had been obtained in past experiments under the high cycle moving load was simulated by using nonlinear finite element analysis. The progress of deflection and the strain of reinforcing bar show good agreement with past experiments. The fatigue life can be also reasonably predicted. Furthermore, the effect of 70mm thick asphalt pavement was also examined in the simulation. Based on this analysis, three simple indexes; normalized mid-span deflection, increment of curvature and growth rate of acceleration at the center of slab, were proposed to know the damage state of existing bridge deck. The applicability of the indexes is also discussed from the practical view point. Consequently, the possibility to combine the concept of the indexes to the current measuring method is shown.
書誌情報 Society for Social Management Systems Internet Journal

巻 5, 号 1, 発行日 2009-03
ISSN
収録物識別子タイプ ISSN
収録物識別子 2432-552X
著者版フラグ
出版タイプ VoR
出版タイプResource http://purl.org/coar/version/c_970fb48d4fbd8a85
出版者
出版者 Society for Social Management Systems
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