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アイテム

  1. 研究者名(五十音順)
  2. 髙瀬 裕也(TAKASE Yuya)
  1. 学術雑誌論文

Shear strengths of joints with roughened concrete surfaces and post-installed dowel bars subjected to normal and shear stresses for seismically retrofitted structures

http://hdl.handle.net/10258/0002000162
http://hdl.handle.net/10258/0002000162
b206040e-6793-4181-b442-65a4ee6cb669
名前 / ファイル ライセンス アクション
Shear-strength231106-1.pdf Shear-strength231106-1.pdf (2.2 MB)
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アイテムタイプ 学術雑誌論文 / Journal Article.(1)
公開日 2023-12-21
書誌情報 en : Structures

巻 45, p. 900-911, ページ数 12, 発行日 2022-11
タイトル
タイトル Shear strengths of joints with roughened concrete surfaces and post-installed dowel bars subjected to normal and shear stresses for seismically retrofitted structures
言語 en
言語
言語 eng
キーワード
言語 en
主題Scheme Other
主題 Roughened concrete surface
キーワード
言語 en
主題Scheme Other
主題 Bearing failure
キーワード
言語 en
主題Scheme Other
主題 Dowel action
キーワード
言語 en
主題Scheme Other
主題 Seismic retrofit
キーワード
言語 en
主題Scheme Other
主題 Combined stress
資源タイプ
資源タイプ識別子 http://purl.org/coar/resource_type/c_6501
資源タイプ journal article
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
著者 髙瀬, 裕也

× 髙瀬, 裕也

en Takase, Yuya

ja 髙瀬, 裕也


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Yamada, Taizo

× Yamada, Taizo

en Yamada, Taizo

Search repository
抄録
内容記述タイプ Abstract
内容記述 When reinforced concrete ( structures are seismically retrofitted, new members are
connected via joint s with roughened surfaces and post installed dowel bars. For retrofit ted RC build-
ings , roughened surface s are often manufactured using vibration hammer s . However, investigations
on the shear strength s of the joints subjected to shear and tensile normal stress es are limited. In this
study, these joints called hybrid joints, were subjected to shear loading . The test parameters we r e
the normal stress dowel bar diameter d d and roughened c oncrete area ratio r rc . The normal stress
was set to have a compressive stress σ 0 of 0.48 N/mm 2 and a ratio s r N o f tensile stress to yield
strength of 0.00, 0.33 and 0.66. In addition, dowel bars with d d = 13, 16 , and 19 mm were used. The
target r rc values were 0.1 0.2 and 0.3. Bearing failure of the roughened surface was observed as a
result of the test. The shear strength decreased with increasing r N and decreasing r rc . Subsequently ,
an expression for the shear strength of a roughened surfac e wa s proposed. In this expression, the
shape of an uneven surface was regarded as a cone. To estimate the shear strengt h s of the hybrid
joint s , the shear force from the previous dowel model was added to the proposed expression. Finally,
the values obtained us ing th e calculation method were compared with the test results . It was demon-
strated that the proposed expression could r easonably estimate the test results , with a correlation
coefficient of 0.93 . In addition, for structural design s , the proposed expression should be multiplied
times 0. 7 to e stimate the lower limit of the test results.
言語 en
出版者
出版者 Elsevier
言語 en
出版者版へのリンク
言語 en
URL https://doi.org/10.1016/j.istruc.2022.09.069
DOI
関連タイプ isVersionOf
識別子タイプ DOI
関連識別子 10.1016/j.istruc.2022.09.069
ISSN
収録物識別子タイプ EISSN
収録物識別子 23520124
権利
権利情報 © 2022 Institution of Structural Engineers
言語 en
著者版フラグ
出版タイプ AM
出版タイプResource http://purl.org/coar/version/c_ab4af688f83e57aa
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