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1998 Fiscal Year Final Research Report Summary

Study on Constitutive Law and Deformation Analysis Method for Concrete under High-Speed Repetitive Stress

Research Project

Project/Area Number 09450204
Research Category

Grant-in-Aid for Scientific Research (B)

Allocation TypeSingle-year Grants
Section一般
Research Field Building structures/materials
Research InstitutionNagoya University

Principal Investigator

TANIGAWA Yasuo  Nagoya Univ., Graduate School of Eng., Professor, 工学研究科, 教授 (70023182)

Co-Investigator(Kenkyū-buntansha) HATANAKA Shigemitsu  Mie Univ., Faculty of Eng., Professor, 工学部, 教授 (00183088)
KUROKAWA Yoshiyuki  Nagoya Univ., Graduate School of Eng., Research Assoc., 工学研究科, 助手 (50242839)
MORI Hiroshi  Nagoya Univ., Graduate School of Eng., Assoc.Professor, 工学研究科, 助教授 (80157867)
Project Period (FY) 1997 – 1998
KeywordsFailure Analysis / Constitutive Law / Elasto-visco-plastic Suspension Element Method / Frictional Yielding / Repetitive Loading / Large Deformation Analysis / Plasticity / Simulation
Research Abstract

The results obtained in this research are summarized as follows :
1. The elasto-visco-plastic suspension element method for the fracture analysis was developed. Non-linear yield function was adopted, and repetitive loading was considered.
2. The input data are fixed by fundamental experiments with two dimensional model specimen.
3. The stress-strain curves of two dimensional concrete specimens under high-speed repetitive loading were simulated and discussed under various conditions of loading speed, shape and size of specimen, and position of coarse aggregate.
4. The multi-axial loading tests were simulated.
5. The analytical method was expanded in order to simulate the experimental results.

  • Research Products

    (10 results)

All Other

All Publications (10 results)

  • [Publications] Hiraiwa,T.: "Fracture Simulation of Concrete by Visco-Elasto-Plastic Suspension Element Method" Proc.of Third International Conference on Fracture Mechanics of Concrete and Concrete Structures. Vol.II. 939-948 (1998)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] 平岩 陸: "圧縮繰返し載荷時のコンクリートの変形挙動解析" 日本建築学会東海支部研究報告集. No.37. 29-32 (1999)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] 川戸耕介: "単位粗骨材容積がコンクリートの圧縮破壊挙動に及ぼす影響に関する実験的・解析的研究" 日本建築学会東海支部研究報告集. No.37. 33-36 (1999)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] 森本康介: "三次元有限要素法解析によるコンファインドコンクリートの拘束効果について" 日本建築学会東海支部研究報告集. No.37. 121-124 (1999)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] 森本康介: "ブリーディング層を導入したコンクリート供試体の寸法効果に関する三次元有限要素法解析" 日本建築学会東海支部研究報告集. No.37. 125-128 (1999)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] Hiraiwa, T., Nanbu, Y., Arai, M., Kurokawa, Y., Mori, H.and Tanigawa, Y.: "Fracture Simulation of Concrete by Visco-Elasto-Plastic Suspension Element Method" Proc.of Third International Conference on Fracture Mechanics of Concrete and Concrete Structures. Vol.II. 939-948 (1998)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] Hiraiwa, T., Tanigawa, Y., Mori, H.and Kawato, K.: "Analysis of Deformational Behavior of Concrete under Repetitive Compressive Loading" Proc.of Tokai Branch of AIJ. No.37. 29-32 (1999)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] Hawato, K., Tanigawa, Y., Mori, H.and Hiraiwa, T.: "Experimental and Analytical Studies on Effect of Unit Volume of Coarse Aggregate on Compressive Failure of Concrete" Proc.of Tokai Branch of AIJ. No.37. 33-36 (1999)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] Morimoto, K., Hatanaka, S.and Mizuno, E.: "3-D FEM Analysis on Confining Effect of Confined Concrete" Proc.of Tokai Branch of AIJ. No.37. 121-124 (1999)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] Morimoto, K., Mizuno, E.and Hatanaka, S.: "3-D FEM Analysis on Size Effect of Concrete Specimen with Bleeding Layrs" Proc.of Tokai Branch of AIJ. No.37. 125-128 (1999)

    • Description
      「研究成果報告書概要(欧文)」より

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Published: 1999-12-08  

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