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Fatigue Damage Assessment For Steel-Concrete Composite Deck
http://hdl.handle.net/10173/1793
http://hdl.handle.net/10173/1793178aa1a5-bee5-4a4c-93cf-eed575618e05
名前 / ファイル | ライセンス | アクション |
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SMS10-164.pdf (457.5 kB)
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Item type | 会議発表論文 / Conference Paper(1) | |||||
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公開日 | 2018-02-06 | |||||
タイトル | ||||||
タイトル | Fatigue Damage Assessment For Steel-Concrete Composite Deck | |||||
言語 | ||||||
言語 | eng | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | steel-concrete composite deck | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | fatigue | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | mid-span deflection | |||||
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× Maekawa, Koichi |
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抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | This paper shows the damage process of steel-concrete composite deck subjected to high-cycle moving load by using experimental study and numerical analysis. The analysis is based on fatigue constitutive models for concrete as well as proposed interface element between steel and concrete. Both experiment and analysis proved that the failure mode of composite deck is strongly affected by the surface condition of the ribs. Especially the cracks on the surface concrete caused by the bond loss are considered to be a damage indicator of composite deck. In order to find this indicator, periodical inspection of pavement and nondestructive test are recommended. | |||||
書誌情報 |
Society for Social Management Systems Internet Journal 巻 6, 号 1, 発行日 2010-03 |
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ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 2432-552X | |||||
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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 |