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Failure characteristics of Reinforced Concrete Cylindrical Shells subjected to Partial Snow Load

Research Project

Project/Area Number 03650466
Research Category

Grant-in-Aid for General Scientific Research (C)

Allocation TypeSingle-year Grants
Research Field Building structures/materials
Research InstitutionKANAZAWA INSTITUTE OF TECHNOLOGY

Principal Investigator

TAKAYAMA Makoto  KANAZAWA INSTITUTE OF TECHNOLOGY, FAC. OF ENG., Prof, 工学部, 教授 (40064472)

Project Period (FY) 1991 – 1992
Project Status Completed (Fiscal Year 1992)
Budget Amount *help
¥1,900,000 (Direct Cost: ¥1,900,000)
Fiscal Year 1992: ¥300,000 (Direct Cost: ¥300,000)
Fiscal Year 1991: ¥1,600,000 (Direct Cost: ¥1,600,000)
Keywordsreinforced concrete / cylindrical shell / snow load / initial imperfection / curvature of cylinder / buckling / 鉄筋コンクリート円筒シェル / 鉄筋コンクリ-ト円筒シェル
Research Abstract

A cylindrical shell is often subjected to snow load as partial load. Buckling behaviors of reinforced concrete cylindrical shell are affected by loading conditions as well as other factors ; boundary conditions, initial imperfections, curvature of cylinder, etc.
The purpose of this study is to examine the effects of these factors ; loading condition, initial imperfection and curvature of cylinder ; on the buckling behaviors of reinforced concrete cylindrical shells.
The experiments were performed to investigate the effects of these three factors with eight small-scale models. The results of these tests are as follows.
The load carrying capacity and the stiffness of the cylindrical shell are considerably affected by the initial imperfection. The load capacity of the cylindrical shell under uniform distributed load is more sensitive to initial imperfection than the cylinder under central partial load. The loading mode affected the buckling behavior of a cylindrical shell as well as the initial imperfection. The effect of curvature of cylinder was less than those of other factors. In the test specimens under a partial load or with initial imperfection, there were larger bending moments than in other specimens. The test results of the specimen with initial imperfection show the good agreement with analytical results.

Report

(3 results)
  • 1992 Annual Research Report   Final Research Report Summary
  • 1991 Annual Research Report
  • Research Products

    (16 results)

All Other

All Publications (16 results)

  • [Publications] Takayama,M.,Hangai,Y.: "Experiments of the Effect of Initial Imperfection on Buckling Behaviour of Reinforced Concrete Cylindrical Shells" Proc.of IASS-CSCE Int.Congress 1992.Vol.2. 698-708 (1992)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1992 Final Research Report Summary
  • [Publications] Takayama,M.,Nakamura,H.,Kato,S.: "Failure Characteristics and Ultimate Strength of Reinforced Concrete Cylindrical Shells" Proc.of IASS-CSCE Int.Congress 1992.Vol.2. 709-720 (1992)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1992 Final Research Report Summary
  • [Publications] 高山 誠、半谷 裕彦: "鉄筋コンクリート円筒シェルの破壊性状に与える形状初期不整と荷重モードの影響" 日本建築学会大会学術講演梗概集. 構造I. 1689-1690 (1992)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1992 Final Research Report Summary
  • [Publications] 中村 博、高山 誠、加藤 史郎: "形状初期不整を有する鉄筋コンクリート円筒シェルの破壊性状と最大耐力" 日本建築学会大会学術講演梗概集. 構造I. 1691-1692 (1992)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1992 Final Research Report Summary
  • [Publications] Takayama,M.,Hangai,Y.: "Experiments of the Effect of Curvature of Cylinder on Buckling Behavior of Reinforced Concrete Cylindrical Shells" Proc.of IASS-MSU Int.Symposium 1993.(1993)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1992 Final Research Report Summary
  • [Publications] Takayama,M., Hangai,Y.: "Experiments of the Effect of Initial Imperfection on Buckling Behavior of Reinforced Concrete Cylindrical Shells" Proc. of IASS-CSCE International Congress 1992. Vol.2. 698-708 (1992)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1992 Final Research Report Summary
  • [Publications] Takayama,M., Nakamura,H., Kato,S.: "Failure Characteristics and Ultimate Strength of Reinforced Concrete Cylindrical Shells" Proc. of IASS-CSCE International Congress 1992. Vol.2. 709-720 (1992)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1992 Final Research Report Summary
  • [Publications] Takayama,M., Hangai,Y.: "Experiments of the Effect of Initial Imperfection and Loading Mode on Buckling Behavior of Reinforced Concrete Cylindrical Shells" Summaries of Tech. Papers of Annual Meeting Arch. Inst. of Japan 1992. Structures I. 1689-1690 (1992)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1992 Final Research Report Summary
  • [Publications] Nakamura,H., Takayama,M., Kato,S.: "Failure Characteristics and Ultimate Strength of Reinforced Concrete Cylindrical Shell with Geometric Initial Imperfections" Summaries of Tech. Papers of Annual Meeting Arch. Inst. of Japan 1992. Structures I. 1691-1692 (1992)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1992 Final Research Report Summary
  • [Publications] Takayama,M., Hangai,Y.: "Experiments of the Effect of Curvature of Cylinder on Buckling Behavior of Reinforced Concrete Cylindrical Shells" Proc. of IASS-MSU International Symposium 1993. (1993)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1992 Final Research Report Summary
  • [Publications] Takayama,M.,Hangai,Y.: "Experiments of the Effect of Initial Imperfection on Buckling Behaviour of Reinforced Concrete Cylindrical Shells" Proc.of IASS-CSCE Int.Congress 1992.Vol.2. 698-708 (1992)

    • Related Report
      1992 Annual Research Report
  • [Publications] Takayama,M.,Nakamura,H.,Kato,S.: "Failure Characteristics and Ultimate Strength of Reinforced Concrete Cylindrical Shells" Proc.of IASS-CSCE Int.Congress 1992.Vol.2. 709-720 (1992)

    • Related Report
      1992 Annual Research Report
  • [Publications] 高山 誠、半谷 裕彦: "鉄筋コンクリート円筒シェルの破壊性状に与える形状初期不整と荷重モードの影響" 日本建築学会大会学術講演梗概集、. 構造1. 1689-1690 (1992)

    • Related Report
      1992 Annual Research Report
  • [Publications] 中村 博、高山 誠、加藤 史郎: "形状初期不整を有する鉄筋コンクリート円筒シェルの破壊性状と最大耐力" 日本建築学会大会学術講演梗概集. 構造1. 1691-1692 (1992)

    • Related Report
      1992 Annual Research Report
  • [Publications] Takayama,M.,Hangai,Y.: "Experiments of the Effect of Curvature of Cylinder on Buckling Behavior of Reinforced Concrete Cylindrical Shells" Proc,of IASS-MSU Int.Symposium 1993.(1993)

    • Related Report
      1992 Annual Research Report
  • [Publications] Takayama,M.: "Experiments of the Effect of Initial Imperfection on Buckling Behaviour of Reinforced Concrete Cylindrical Shells" Proc.of IASS-CSCE Int.Congress 1992.

    • Related Report
      1991 Annual Research Report

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Published: 1991-04-01   Modified: 2016-04-21  

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