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J-GLOBAL ID:201402294856983884   Reference number:14A1120975

Double-Counting Problem of FEA with Simultaneous Use of Bond Link Elements and Tension-Stiffening Model

結合部位要素とテンションスティフニングモデルの同時使用におけるFEAの二重計数問題
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Volume: 11  Issue:Page: 206-214 (J-STAGE)  Publication year: 2013 
JST Material Number: U0424A  ISSN: 1347-3913  Document type: Article
Article type: 原著論文  Country of issue: Japan (JPN)  Language: ENGLISH (EN)
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Concrete structures  ,  Computer simulation 
Reference (7):
  • Kanakubo, T., Sato, Y., Uchida, Y., Watanabe, K. and Shima, H., (2012). “Japan Concrete Institute TC activities on bond behavior and constitutive laws in RC (Part 3 Application of Constitutive Laws for FEA).” Proceedings of Bond in Concrete 2012, Brescia, Italy, 1, 105-112.
  • Ko, H. and Sato, Y., (2004). “Analysis of FRP-strengthened RC members with varied sheet bond stress-slip models.” Journal of Advanced Concrete Technology, 2(3), 317-326.
  • Naganuma, K., Yonezawa, K., Kurimoto, O. and Eto, H., (2004). “Simulation of nonlinear dynamic response of reinforced concrete scaled model using three-dimensional finite element method.” Proceedings of 13th World Conference on Earthquake Eng. (WCEE 13), Vancouver, BC, Canada, 586.
  • Ngo, D. and Scordelis, A. C., (1967). “Finite element analysis of reinforced concrete beams.” Journal of ACI, 64(3), 152-163.
  • Sato, Y. and Vecchio, F. J., (2003). “Tension stiffening and crack formation in reinforced concrete members with fiber-reinforced polymer sheets.” ASCE Journal of Structural Engineering, 129(6), 717-724.
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