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Studies of Elasto-Plastic Behavior of Steel Braces under Cyclic Axial Force and its Fracture

Research Project

Project/Area Number 05650543
Research Category

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

Allocation TypeSingle-year Grants
Research Field Building structures/materials
Research InstitutionScience University of Tokyo

Principal Investigator

HIRANO Michikatsu  Sciebce Univ. of Tokyo, Facultu of Eng., Professer, 工学部第一部, 教授 (80084359)

Co-Investigator(Kenkyū-buntansha) HODUMI Hideo  Sciebce Univ. of Tokyo, Facultu of Eng., Reserch Associate, 工学部第一部, 助手 (10084336)
Project Period (FY) 1993 – 1995
Project Status Completed (Fiscal Year 1995)
Budget Amount *help
¥2,400,000 (Direct Cost: ¥2,400,000)
Fiscal Year 1995: ¥700,000 (Direct Cost: ¥700,000)
Fiscal Year 1994: ¥1,000,000 (Direct Cost: ¥1,000,000)
Fiscal Year 1993: ¥700,000 (Direct Cost: ¥700,000)
KeywordsBrace / Crack / Local Buckling / Absorbed Energy / strain hysteresis / 鋼筋違 / 繰り返し力 / 低サイクル疲労 / 骨格化曲線
Research Abstract

B races sometimes fracture in an early phase of a load hysteresis. It is the purpose of this study to elucidate a structural characteristic of a steel member under a cyclic axial force and its strain hysteresis until crack occurs in its local buckling section. Specimen was made of a cold formed steel tube, cold roll-formed steel spuare tube, and welded H steel. Experimental variables were slenderness ratio, width-thickness ratio, free nitrogen content, and existence of heat treatment.
Main findings were as follows.
1 A stain concentration occurred in a local buckling section. With the in crease of deformation amplitude, the stain amplitude in the concentrated portion increased and reached dozens of percent.
2 Deformation capacity up to fracture depended on its shape of section and width-thickness ratio, and a steel square tube which has a greater width-thickness ratio reached an earlier fracture.

Report

(4 results)
  • 1995 Annual Research Report   Final Research Report Summary
  • 1994 Annual Research Report
  • 1993 Annual Research Report
  • Research Products

    (12 results)

All Other

All Publications (12 results)

  • [Publications] 穂積秀雄: "繰返し軸力を受ける鋼部材の弾塑性挙動と軸部破断に関する研究その1" 日本建築学会構造系論文集. (発表予定).

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1995 Final Research Report Summary
  • [Publications] 牧野行伸: "鋼部材の座屈後破断に関する研究 その4,その5" 日本建築学会大会学術講演梗概集 構造II. 1349-1352 (1994)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1995 Final Research Report Summary
  • [Publications] 花井厚周: "繰り返し大ひずみを受ける鋼材の応力-ひずみ曲線の数式表示の一提案" 日本建築学会大会学術講演梗概集 構造III. 377-378 (1995)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1995 Final Research Report Summary
  • [Publications] 穂積秀雄: "鋼筋かい材の弾塑性挙動および座屈後破断に関する研究I" 日本建築学会大会学術講演梗概集 構造III. 379-384 (1995)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1995 Final Research Report Summary
  • [Publications] Hideo Hodzumi et al.: "Studies of Elasto-Plastic Behavior of Steel Member under Cyclic Axial Force and its Fracture (No. 1) (in preparation)" Journal of Structural and Construction Engineering, Architectural Institute of Japan.

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1995 Final Research Report Summary
  • [Publications] Yukinobu Makino et al.: "Experimental Studies on the Post-Buckling Fracture of Steel Members (Part1, Part2)" Sumaries of Technical Papers of Annual Meeting, Structures II, Architectural Institute of Japan. 1349-1352 (1994)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1995 Final Research Report Summary
  • [Publications] Atunari Hanai et al.: "A Suggestion of Mathematical Expression of the Stress-Strain Relations for Mild Steel subjected to Cyclic Large Strain" Sumaries of Technical Papers of Annual Meeting, Structures III, Architectural Institute of Japan. 377-378 (1995)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1995 Final Research Report Summary
  • [Publications] Hideo Hodzumi et al.: "Experimental Studies on the Elastic-Plastic Behavior and Post-Buckling Fracture of Steel Bracing I (Part1, Part2, Part3)" Sumaries of Technical Papers of Annual Meeting, Structures III, Architectural Institute of Japan. 379-384 (1995)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1995 Final Research Report Summary
  • [Publications] 穂積秀雄: "繰返し軸力を受ける鋼部材の弾塑性挙動と軸部破断に関する研究その1" 日本建築学会構造系論文集. (発表予定).

    • Related Report
      1995 Annual Research Report
  • [Publications] 穂積 秀雄: "繰り返し力を受ける鋼部材の局部座屈断面に生じるき裂発生に関する研究" 日本建築学会構造系論文集. 466. 135-144 (1994)

    • Related Report
      1994 Annual Research Report
  • [Publications] 牧野 行伸: "鋼部材の座屈後破断に関する研究 その4 筋違材の繰り返し載荷実験(実験計画と結果)" 日本建築学会学術講演梗概集 C構造II. 1349-1350 (1994)

    • Related Report
      1994 Annual Research Report
  • [Publications] 花井 厚周: "鋼部材の座屈後破断に関する研究 その5 筋違材の繰り返し載荷実験(考察と結論)" 日本建築学会学術講演梗概集 C構造II. 1351-1352 (1994)

    • Related Report
      1994 Annual Research Report

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Published: 1993-04-01   Modified: 2016-04-21  

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