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Systematic Analytical Model and Design for Torsional and Flexural Strength

Research Project

Project/Area Number 06452260
Research Category

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

Allocation TypeSingle-year Grants
Research Field 構造工学・地震工学
Research InstitutionHokkaido University

Principal Investigator

SAEKI Noboru  Hokkaido Univ., Fac. of Eng., Professor, 工学部, 教授 (80002004)

Co-Investigator(Kenkyū-buntansha) SHIMURA Kazunori  Hokkaido Univ., Fac. of Eng., Instructor, 工学部, 助手 (60187474)
UEDA Tamon  Hokkaido Univ., Fac. of Eng., Associate Professor, 工学部, 助教授 (00151796)
MIKAMI Takashi  Hokkaido Univ., Fac. of Eng., Professor, 工学部, 教授 (00002303)
Project Period (FY) 1994 – 1995
Project Status Completed (Fiscal Year 1995)
Budget Amount *help
¥3,600,000 (Direct Cost: ¥3,600,000)
Fiscal Year 1995: ¥500,000 (Direct Cost: ¥500,000)
Fiscal Year 1994: ¥3,100,000 (Direct Cost: ¥3,100,000)
KeywordsTorsion / Bending / Shear / Space truss model / RC plate model / Effective cover / Warping / Diaphragm / RC平板モデル / せん断ひずみ / St.Venantのねじり / ねじり剛性
Research Abstract

(1) Ultimate strength and failure modes of reinforced concrete member subjected to combined torsion, bending and shear
The space truss theory is advanced by superposing torsional, bending and shear force, and fundamental equations are derived. By using an iterative method stress and strain can be calculated and checked on the failure. Failure modes are classified as 1)yielding of transverse bars, 2)crushing of diagonal concrete struts, 3)compressive-shear fracture of compressive region and 4)flexural fracture. According to the comparison with the calculated values and results of experiments, the proposed method is available to predict the ultimate strength and failure mode under arbitrary combined loads of torsion, shear and bending.
(2) Deformation of reinforced concrete member subjected to torsion
At first, the effective cross section for torsion is assumed to reinforced concrete plates with and without cracks. Then fundamental equations are derived from equilibrium conditions and compatibility conditions considering tensile stress of concrete. Spalling of cover of concrete at post cracked region is estimated by effective cover using the proposed index of shear strain at cover. Though calculated deformation tends to estimate conservatively in comparison with test results, it is shown that this method predicts approximately torsional deformation.
(3) Torsional behavior of reinforced concrete member with diaphragms
Torsional behavior of reinforced concrete member with diaphragms is evaluated. The warping stress occurs because warping is confined by diaphragms, therefore mixed torsion theory is applied. According to the comparison with the calculated values and results of experiments, it is found that the proposed method evaluates torsional stiffness in the region before crack occurs.

Report

(3 results)
  • 1995 Annual Research Report   Final Research Report Summary
  • 1994 Annual Research Report
  • Research Products

    (20 results)

All Other

All Publications (20 results)

  • [Publications] 佐伯昇: "“上部解放断面を有する長大ケ-ソンのねじれ特性"への討議・回答" 土木学会論文集. 496/V-24. 103-107 (1994)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1995 Final Research Report Summary
  • [Publications] 志村和紀: "ねじり荷重を受けるRC部材の耐力と変形解析" 土木学会年次学術講演会講演概要集第5部. 49. 878-879 (1994)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1995 Final Research Report Summary
  • [Publications] K.Shimura: "Deformation Behavior of Rectangular and T-shaped Reinforced Concrete Members Subjected to Torsion" Transactions of JCI. Vol.16. 445-450 (1994)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1995 Final Research Report Summary
  • [Publications] 高橋良直: "隔壁を有するコンクリート部材のねじり変形および耐力" 土木学会北海道支部論文報告集. 51(A). 492-497 (1995)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1995 Final Research Report Summary
  • [Publications] 志村和紀: "純ねじりを受けるRC部材の有効かぶりの評価" 土木学会年次学術講演会講演概要集第5部. 50. 986-987 (1995)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1995 Final Research Report Summary
  • [Publications] 高橋良直: "隔壁を有する鉄筋コンクリート部材のねじり変形" 土木学会年次学術講演会講演概要集第5部. 50. 992-993 (1995)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1995 Final Research Report Summary
  • [Publications] N.Saeki: "Discussion/Closure : Torsional Properties of Long Caissons with Upper Opening" Journal of Materials, Concrete Structures and Pavements, JSCE. 496/V-24. 103-107 (1994)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1995 Final Research Report Summary
  • [Publications] K.Shimura: "Ultimate Strength and Deformation Analysis of Reinforced Concrete Member Subjected to Torsion" Proc. of the 49th Annual Conference, JSCE. 5. 878-879 (1994)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1995 Final Research Report Summary
  • [Publications] K.Shimura: "Deformation Behavior of Rectangular and T-shaped Reinforced Concrete Members Subjected to Torsion" Transactions of JCI. Vol.16. 445-450 (1994)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1995 Final Research Report Summary
  • [Publications] Y.Takahashi: "Ultimate Strength and Deformation of Concrete Member with Diaphragm Subjected to Torsion" Proc. of Hokkaido Chapter of JSCE. 51 (A). 492-497 (1995)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1995 Final Research Report Summary
  • [Publications] K.Shimura: "Investigation for Effective Cover of Reinforced Concrete Members Subjected to Torsion" Proc. of the 50th Annual Conference, JSCE. 5. 986-987 (1995)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1995 Final Research Report Summary
  • [Publications] Y.Takahashi: "Torsional Behavior of Reinforced Concrete Member with Diaphragm" Proc. of the 50th Annual Conference, JSCE. 5. 992-993 (1995)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1995 Final Research Report Summary
  • [Publications] 高橋良直: "隔壁を有するコンクリート部材のねじり変形および耐力" 土木学会北海道支部論文報告集. 51(A). 492-497 (1995)

    • Related Report
      1995 Annual Research Report
  • [Publications] 志村和紀: "純ねじりを受けるRC部材の有効かぶりの評価" 土木学会年次学術講演会講演概要集第5部. 50. 986-987 (1995)

    • Related Report
      1995 Annual Research Report
  • [Publications] 高橋良直: "隔壁を有する鉄筋コンクリート部材のねじり変形" 土木学会年次学術講演会講演概要集第5部. 50. 992-993 (1995)

    • Related Report
      1995 Annual Research Report
  • [Publications] 原田希樹: "ねじりを受けるT形RC部材の耐力と変形" 土木学会北海道支部論文報告集. 50. 1078-1081 (1994)

    • Related Report
      1994 Annual Research Report
  • [Publications] 志村和紀: "ねじりを受ける矩形およびT形RC部材の変形性状について" コンクリート工学年次論文報告集. 16-2. 587-592 (1994)

    • Related Report
      1994 Annual Research Report
  • [Publications] 志村和紀: "ねじり荷重を受けるRC部材の耐力と変形" 土木学会年次学術講演会講演概要集第5部. 49. 878-879 (1994)

    • Related Report
      1994 Annual Research Report
  • [Publications] 高橋良直: "隔壁を有するコンクリート部材のねじり変形および耐力" 土木学会北海道支部論文報告集. 51(A). 492-497 (1995)

    • Related Report
      1994 Annual Research Report
  • [Publications] K.SHIMURA: "Deformation Behavior of Rectangular and T-Shaped Reinforced Concrete Members Subjected to Torsion" Transactions of the Japan Concrete Institute. 16. (1995)

    • Related Report
      1994 Annual Research Report

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Published: 1994-04-01   Modified: 2016-04-21  

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