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Study on Fretting Fatigue of Prestressing Cable at, Deviator

Research Project

Project/Area Number 10555145
Research Category

Grant-in-Aid for Scientific Research (B)

Allocation TypeSingle-year Grants
Section展開研究
Research Field 土木材料・力学一般
Research InstitutionHOKKAIDO UNIVERSITY

Principal Investigator

KAKUTA Yoshio  Hokkaido Univ., Graduate School of Eng., Professor, 大学院・工学研究科, 教授 (60001210)

Co-Investigator(Kenkyū-buntansha) SATO Yasuhiko  Hokkaido Univ., Graduate School of Eng., Research Associate, 大学院・工学研究科, 助手 (60261327)
FURUUCHI Hitoshi  Hokkaido Univ., Graduate School of Eng., Research Associate, 大学院・工学研究科, 助手 (60165462)
UEDA Tamon  Hokkaido Univ., Graduate School of Eng., Associate Professor, 大学院・工学研究科, 助教授 (00151796)
Project Period (FY) 1998 – 1999
Project Status Completed (Fiscal Year 1999)
Budget Amount *help
¥5,700,000 (Direct Cost: ¥5,700,000)
Fiscal Year 1999: ¥1,100,000 (Direct Cost: ¥1,100,000)
Fiscal Year 1998: ¥4,600,000 (Direct Cost: ¥4,600,000)
KeywordsFretting fatigue / External cable / Deviator / Prestressed concrete / Slip range / Contacting force / ケーブル偏向部 / フレッティング / 応力振幅 / 腹圧力 / 疲労寿命 / 疲労強度式
Research Abstract

The followings are summary of what have been obtained in this research.
・ Fatigue strength of prestressing strand under effect of fretting is apparently smaller than that under ordinary fatigue loading.
・ Fretting fatigue strength is influenced by stress range, slip range and contacting force. The greater stress range is, and the greater contacting force is, the smaller becomes the fatigue strength. The experimental fact indicates that how slip range influences fretting fatigue strength may depend on magnitude of slip range. Extent of influence of stress range and slip range is greater than that of contacting force.
・ It is necessary to consider effect of slip range in the direction normal to strand axis besides that in the direction of the strand axis.
・ Fretting fatigue occurs at contacting point between strands rather than between wires in the same strand. This fact indicates that there is the effect of slip range.
・ Although contacting force is considered greater at inner contacting points than at outer one at deviator, location of fretting fatigue fracture was found almost evenly. This fact indicates either that with magnitude of contacting force observed in the experiment fretting fatigue strength is hardly affected by change in contacting force, or that actual contacting force in the experiment did not change by the location.
・ Grouting in protection tube for cable and resin coating of strand can increase fretting fatigue strength, However, it is difficult to prevent fretting fatigue fracture by providing them only.
・ Restriction of grout movement by taper inside protection tube or spacer of strand for reduction of contacting can prevent fretting fatigue fracture.

Report

(3 results)
  • 1999 Annual Research Report   Final Research Report Summary
  • 1998 Annual Research Report
  • Research Products

    (19 results)

All Other

All Publications (19 results)

  • [Publications] 森脇渉: "高腹圧力下におけるPC鋼より線のフレッティング疲労に関する研究"土木学会第53回年次学術講演会講演概要集. V. 970-971 (1999)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1999 Final Research Report Summary
  • [Publications] 佐藤公紀: "PC鋼より線のフレッティング疲労に関する疲労強度式の研究"土木学会北海道支部論文報告集. 55(A). 478-483 (1999)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1999 Final Research Report Summary
  • [Publications] 新井英雄: "大容量PC鋼より線の曲げ配置部におけるフレッティング疲労特性"土木学会論文集. 627. 205-222 (1999)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1999 Final Research Report Summary
  • [Publications] Tamon Ueda: "Prediction of Fretting Fatigue Strength of Prestressing Tendon"Proceedings of the Seventh East Asia-Pacific Conference on Structural Engineering and Construction. Vol.1. 237-242 (1999)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1999 Final Research Report Summary
  • [Publications] 新井英雄: "主塔サドルにおける被覆PC鋼より線のフレッティング疲労特性"プレストレストコンクリートの発展に関するシンポジウム論文集. 9. 131-136 (1999)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1999 Final Research Report Summary
  • [Publications] 上田多門: "外ケーブルのフレッティング疲労強度に与える実験手法の影響"プレストレストコンクリートの発展に関するシンポジウム論文集. 9. 541-546 (1999)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1999 Final Research Report Summary
  • [Publications] Morikawa, Wataru: "Study on Fretting Fatigue of Prestressing Strand under high Contacting Force"Proc. Of 53th Annual Conference of JSCE. 5. 9710-9714 (1998)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1999 Final Research Report Summary
  • [Publications] Sato, Masaki: "Study on the Equation for Fretting Fatigue Strength of Prestressing Strands"Proc. Of Hokkaido Chapter of JSCE. 55(A). 478-483 (1999)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1999 Final Research Report Summary
  • [Publications] Arai, Hideo: "Fretting Fatigue Characteristics in the Cueved Layout of Large-Capacity Prestressing Strands"Journal of JSCE. No.627. 205-222 (1999)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1999 Final Research Report Summary
  • [Publications] Ueda, Tamon: "Prediction of Fretting Fatigue Strength of Prestressing Tendon"Proceeding of the Seventh East Asia ? Pacific Conference on Structural Engineering and Construction. Vol.1. 237-242 (1999)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1999 Final Research Report Summary
  • [Publications] Arai, Hideo: "Fretting Fatigue Characteristics of Coated Prestressing Strands on Tower-Saddle"Proc. Of the 9th Symposium on Developments in Prestressed Concrete. 131-136 (1999)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1999 Final Research Report Summary
  • [Publications] Ueda, Tamon: "Effects of Test Method on Fretting Fatigue Strength of External Cable"Proc. Of the 9th Symposium on Developments in Prestressed Concrete. 541-546 (1999)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1999 Final Research Report Summary
  • [Publications] 新井 英雄: "大容量PC鋼より線の曲げ配置部におけるフレッティング疲労特性"土木学会論文集. 627. 205-222 (1999)

    • Related Report
      1999 Annual Research Report
  • [Publications] Tamon Ueda: "Prediction of Fretting Fatigue Strength of Prestressing Tendon"Proceedings of the Seventh East Asia-Pacific Conference on Structural Engineering and Construction. Vol.1. 237-242 (1999)

    • Related Report
      1999 Annual Research Report
  • [Publications] 佐藤 公紀: "PC鋼より線のフレッティング疲労に関する疲労強度式の提案"土木学会第54回年次学術講演会講演概要集. 5. 662-663 (1999)

    • Related Report
      1999 Annual Research Report
  • [Publications] 新井 英雄: "主塔サドルにおける被覆PC鋼より線のフレッティング疲労特性"プレストレストコンクリートの発展に関するシンポジウム論文集. 9. 541-546 (1999)

    • Related Report
      1999 Annual Research Report
  • [Publications] 上田 多門: "外ケーブルのフレッティング疲労強度に与える実験手法の影響"プレストレストコンクリートの発展に関するシンポジウム論文集. 9. 541-546 (1999)

    • Related Report
      1999 Annual Research Report
  • [Publications] 森脇 渉: "高腹圧力下におけるPC鋼より線のフレッティング疲労について" 土木学会第53回年次学術講演会講演概要集. 第5部. 971-972 (1998)

    • Related Report
      1998 Annual Research Report
  • [Publications] 佐藤公紀: "PC鋼より線のフレッティング疲労に関する疲労強度式の研究" 土木学会北海道支部論文報告集. 55(A). 478-483 (1999)

    • Related Report
      1998 Annual Research Report

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Published: 1998-04-01   Modified: 2016-04-21  

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