Art

J-GLOBAL ID：200902281668733337   Reference number：06A0162631

Direct Path-Integral Scheme for Fatigue Simulation of Reinforced Concrete in Shear

せん断を受ける鉄筋コンクリートの疲労シミュレーションに関する直接経路-積分方式

Author (4)： MAEKAWA Koichi (Univ. Tokyo, JPN) ,  TOONGOENTHONG Kukrit (Taisei Corp., JPN) ,  GEBREYOUNHANNES Esayas (Univ. Tokyo, JPN) ,  KISHI Toshiharu (Univ. Tokyo, JPN)
Material： Journal of Advanced Concrete Technology  (J Adv Concr Technol)
Volume： 4  Issue： 1  Page： 159-177  Publication year： Feb. 2006 
JST Material Number： L4974A  ISSN： 1346-8014  Document type： Article
Article type： 原著論文  Country of issue： Japan (JPN)  Language： ENGLISH (EN)

Thesaurus term： *reinforced concrete structure ,...

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JST classification (1)： Concrete structures  (RA04030A)

Reference (31)：

• ACI Committee 215 (1982). “Fatigue of Concrete Structures.” Shah, S. P. ed., American Concrete Institute.
• Award, M. E. and Hilsdorf, H. K. (1974). “Strength and deformation characteristics of plain concrete subjected to high repeated and sustained loads.” ACI publication SP 41-1, 1-13.
• Bazant, Z. P. and Oh, B. H. (1983). “Crack band theory for fracture of concrete”, Materials and Structures, RILEM, 16 (93), 268-278.
• Collins, M. P. and Vecchio, F. (1982). “The response of reinforced concrete to in-plane shear and normal stresses.” University of Toronto.
• Cornelissen, H. A. W. and Reinhardt, H. W. (1984). “Uniaxial tensile fatigue failure of concrete under constant-amplitude and program loading.” Magazine of Concrete Research, 36 (129), 216-226.

Terms in the title (6)： せん断 ,  鉄筋コンクリート ,  疲労 ,  シミュレーション ,  経路 ,  積分