Art

J-GLOBAL ID：200902124572909711   Reference number：94A0441569

Fracture Mechanics based Modelling for Failure of Concrete Shear Key and Application to Design of Segmental Structure.

コンクリートシアーキーの破壊モデルとセグメント構法による構造物への適用

Author (1)： KANEKO YOSHIO (清水建設)
Material： コンクリート工学論文集  (Concrete Research and Technology, Japan Concrete Institute)
Volume： 4  Issue： 2  Page： 31-41  Publication year： Jul. 1993 
JST Material Number： L1461A  ISSN： 1340-4733  Document type： Article
Article type： 原著論文  Country of issue： Japan (JPN)  Language： JAPANESE (JA)

Thesaurus term： plain concrete ,...
Semi thesaurus term： シヤーキー

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JST classification (1)： Special concrete structures  (RA04040L)

Reference (27)：

• 1) Bakhoum, M.M. : Shear Behavior and Design of Joints in Precast Concrete Segmental Bridges, Ph. D. Thesis, Massachusetts Institute of Technology, 1991
• 2) PTI : Design and Construction Specifications for Segmental Concrete Bridges, Final Report, Post Tensioning Institute, Phoenix, Arizona, 1988
• 3) Kaneko, Y. and Li, V. C. : Fracture Behavior of Shear Key Structures with a Softening Process Zone, International J. of Fracture, Vol. 59, No. 4, pp. 345-360, 1993
• 4) Kaneko, Y., et al. : Fracture Mechanics Approach for Failure of Concrete Shear Key I : Theory, J. of Engineering Mechanics, ASCE, Vol. 119, No. 4, pp. 681-700, April 1993
• 5) Kaneko, Y., et al. : Fracture Mechanics Approach for Failure of Concrete Shear Key II : Verification, J. of Engineering Mechanics, ASCE, Vol. 119, No. 4, pp. 701-719, April 1993

Terms in the title (4)： 破壊モデル ,  セグメント ,  構法 ,  構造物