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  1. B200 工学部/工学研究科
  2. B200a 雑誌掲載論文
  3. 学術雑誌

Effect of Stirrups on the Shear Failure Mechanism of Deep Beams

http://hdl.handle.net/2237/20960
http://hdl.handle.net/2237/20960
ec0be9b3-026d-47de-8890-3e5f74c77dd2
名前 / ファイル ライセンス アクション
10_14.pdf 10_14.pdf (2.1 MB)
Item type 学術雑誌論文 / Journal Article(1)
公開日 2014-12-10
タイトル
タイトル Effect of Stirrups on the Shear Failure Mechanism of Deep Beams
言語 en
著者 Gedik, Yasar Hanifi

× Gedik, Yasar Hanifi

WEKO 55069

en Gedik, Yasar Hanifi

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Nakamura, Hikaru

× Nakamura, Hikaru

WEKO 55070

en Nakamura, Hikaru

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Yamamoto, Yoshihito

× Yamamoto, Yoshihito

WEKO 55071

en Yamamoto, Yoshihito

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Ueda, Naoshi

× Ueda, Naoshi

WEKO 55072

en Ueda, Naoshi

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Kunieda, Minoru

× Kunieda, Minoru

WEKO 55073

en Kunieda, Minoru

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アクセス権
アクセス権 open access
アクセス権URI http://purl.org/coar/access_right/c_abf2
抄録
内容記述 The purpose of this study is to clarify the effect of stirrups in deep beams by investigating the shear failure mechanism analytically by using the 3-D Rigid-Body-Spring Model analytical tool. The investigation of the analytical results of the internal stress state and 3-D deformations of deep beams were the key objectives of this study. Firstly, the applicability of the analytical tool on deep beams was confirmed by comparison of analytical and experimental results. Then, the stirrup contribution to load carrying capacity of deep beams was investigated and the shear failure mechanism based on the B and D region concept was clarified analytically. To achieve this, analytical results such as stress distribution, 3-D deformations, crack patterns and strain of stirrups were investigated. Three types of stirrup effect were observed in deep beams. In the a/d= 0.5 case, the peak load increase due to the confinement effect of stirrups. In the a/d=1.0 case, the stirrup contributes to the strut action that leads to an increase in load. In the case of a/d < 1.0, the D region is dominant. On the other hand, the peak load increases significantly with increases of stirrup ratio in the case of a/d > 1.5, in which the truss analogy is dominant rather than the strut action.
言語 en
内容記述タイプ Abstract
出版者
言語 ja
出版者 日本コンクリート工学会
言語
言語 eng
資源タイプ
資源タイプresource http://purl.org/coar/resource_type/c_6501
タイプ journal article
出版タイプ
出版タイプ VoR
出版タイプResource http://purl.org/coar/version/c_970fb48d4fbd8a85
DOI
関連タイプ isVersionOf
識別子タイプ DOI
関連識別子 https://doi.org/10.3151/jact.10.14
ISSN
収録物識別子タイプ PISSN
収録物識別子 1347-3913
書誌情報 en : Journal of Advanced Concrete Technology

巻 10, 号 1, p. 14-30, 発行日 2012
著者版フラグ
値 publisher
URI
識別子 http://dx.doi.org/10.3151/jact.10.14
識別子タイプ DOI
URI
識別子 http://hdl.handle.net/2237/20960
識別子タイプ HDL
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