静的および動的荷重を受ける超高性能コンクリートで補強された鉄筋コンクリート複合部材の構造挙動

• Material Type: 博士論文
• Title: 静的および動的荷重を受ける超高性能コンクリートで補強された鉄筋コンクリート複合部材の構造挙動
• Author/Editor: YIN, HOR
• Author Heading: YIN, HOR
• Publication, Distribution, etc.: Hokkaido University
• Publication Date: 2018-09-25
• Publication Date (W3CDTF): 2018-09-25
• Alternative Title: Structural Behaviour of Composite RC Members Strengthened with UHPC Subjected to Static and Dynamic Loading
• Contributor: 白井, 和貴; 岡崎, 太一郎; 飯場, 正紀; 千歩, 修
• Degree Grantor: 北海道大学; Hokkaido University
• Date Granted: 2018-09-25
• Date Granted (W3CDTF): 2018-09-25
• Dissertation Number: 甲第13349号
• Degree Type: 博士(工学)
• Conferring No. (Dissertation): 甲第13349号
• Text Language Code: eng
• NDC: 500
• Target Audience: 一般
• Note (General): (主査) 准教授 白井 和貴, 教授 岡崎 太一郎, 教授 飯場 正紀, 教授 千歩 修; 工学院（建築都市空間デザイン専攻）
• DOI: 10.14943/doctoral.k13349; https://doi.org/10.14943/doctoral.k13349
• Persistent ID (NDL): info:ndljp/pid/11864692; https://dl.ndl.go.jp/pid/11864692
• Collection: 障害者向け資料
• Collection (Materials For Handicapped People:1): テキストデータ
• Collection (particular): 国立国会図書館デジタルコレクション > デジタル化資料 > 博士論文; https://dl.ndl.go.jp/collections/A00014
• Acquisition Basis: 博士論文（自動収集）
• Date Accepted (W3CDTF): 2021-11-08T14:10:24+09:00
• Format (IMT): PDF
• Access Restrictions: 国立国会図書館内限定公開
• Service for the Digitized Contents Transmission Service: 図書館・個人送信対象外
• Availability of remote photoduplication service: 可
• Periodical Title (URI): https://doi.org/10.14943/doctoral.k13349; http://hdl.handle.net/2115/82741
• Is Referenced By (URI): http://hdl.handle.net/2115/71827
• Data Provider (Database): 国立国会図書館 : 国立国会図書館デジタルコレクション; https://dl.ndl.go.jp

• Summary, etc.: Ultra-high performance concrete (UHPC), a mix of reactive powder concrete with steel fibres, is an advancement in concrete technology. It can be defined by its excellent properties of UHPC including high strength, strain hardening, low permeability and energy absorption. Over the last two decades, UHPC is commonly used in protective structures, as non-penetrable coverings and in elements that must be durable against aggressive environments and severe loadings such as earthquakes, impacts or blasts. In addition, strengthening reinforced concrete (RC) members with UHPC can be an emerging technique for design, strengthening and protecting new or existing structures. Moreover, UHPC has shown high bond strength and good adherence to normal-strength concrete (NSC) substrates. Recently, UHPC has been used for strengthening parts of structures where the outstanding properties of UHPC could be fully exploited in full- scale site applications. Although UHPC has been considered as a potential tool in retrofitting or repairing existing RC structures, investigation on the behaviour of UHPC-concrete composite members is very limited. In addition, research on non-composite UHPC structural members subjected to dynamic loading is relatively scarce, and dynamic response of composite UHPC-concrete members has not yet been performed in the previous literature. This dissertation aims to further understand the structural behaviour of composite UHPC- concrete members under static and dynamic loading. In order to accomplish this aim, five specific objectives are carried out: (1) to investigate the structural behaviour of composite UHPC-concrete slabs under static loading through the experimental study; (2) to develop the finite element (FE) modelling for the flexural behaviour of UHPC members under static loading; (3) to predict the behaviour of UHPC-concrete slabs using FE modelling under static loading; (4) to figure out the numerical response of composite UHPC-concrete members subjected to dynamic loading; and (5) to evaluate the prediction method for the capacity of composite UHPC-concrete members. In this dissertation, for investigation of structural behaviour, experimental program was carried out. The experimental results were discussed. An FE modelling was developed and validated with the test results. For dynamic behaviour in this study, blast simulations were conducted to investigate the influence of UHPC strengthening layer on the blast resistance capacity of composite UHPC-concrete members. Calculation method of the structural capacity of composite UHPC-concrete members was proposed and verified with the experimental data.
• DOI: 10.14943/doctoral.k13349; https://doi.org/10.14943/doctoral.k13349
• Format (IMT): application/pdf
• Source: YIN_HOR.pdf （fulltext）; https://eprints.lib.hokudai.ac.jp/repo/huscap/all/82741/YIN_HOR.pdf
• Access Restrictions: インターネット公開
• Is Referenced By (URI): HDL; https://hdl.handle.net/2115/71827
• Data Provider (Database): 国立情報学研究所 : 学術機関リポジトリデータベース（IRDB）（機関リポジトリ）; https://irdb.nii.ac.jp
• Original Data Provider (Database): 北海道大学 : 北海道大学学術成果コレクション