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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

3D-RBSM ANALYSIS OF DEEP BEAM FAILED IN SHEAR

http://hdl.handle.net/2237/20928
http://hdl.handle.net/2237/20928
f859f2b9-fc51-4a6e-ac26-bfffeaffde4a
名前 / ファイル ライセンス アクション
032-01-2117.pdf 032-01-2117.pdf (519.6 kB)
Item type 学術雑誌論文 / Journal Article(1)
公開日 2014-12-05
タイトル
タイトル 3D-RBSM ANALYSIS OF DEEP BEAM FAILED IN SHEAR
言語 en
著者 GEDIK, Y. Hanifi

× GEDIK, Y. Hanifi

WEKO 54984

en GEDIK, Y. Hanifi

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NAKAMURA, Hikaru

× NAKAMURA, Hikaru

WEKO 54985

en NAKAMURA, Hikaru

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YAMAMOTO, Yoshihito

× YAMAMOTO, Yoshihito

WEKO 54986

en YAMAMOTO, Yoshihito

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KUNIEDA, Minoru

× KUNIEDA, Minoru

WEKO 54987

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 behavior of deep beams failed in shear with shear span ratio (a/d) of 0.5 was investigated using 3D-RBSM, which is a representative method of discrete method. The analytical results for the beam without web reinforcement were compared with the experimental ones and analysis capability of 3D-RBSM was confirmed. 3D effects were discussed by comparing the change of strut widths and high stress as well as 3D deformed shapes. Then, the effect of web reinforcement was investigated. It was confirmed that, there is no significant effect of web reinforcement in deep beams with a/d=0.5. Keywords: Rigid-Body-Spring-Model, deep beam, shear failure, 3D effect, web reinforcement
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
ISSN
収録物識別子タイプ PISSN
収録物識別子 1347-7560
書誌情報 ja : コンクリート工学年次論文集

巻 32, 号 2, p. 697-702, 発行日 2010
著者版フラグ
値 publisher
URI
識別子 http://hdl.handle.net/2237/20928
識別子タイプ HDL
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