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2004 Fiscal Year Final Research Report Summary

Study on Cracking behavior caused by pressure of corrosion products

Research Project

Project/Area Number 15560406
Research Category

Grant-in-Aid for Scientific Research (C)

Allocation TypeSingle-year Grants
Section一般
Research Field Structural engineering/Earthquake engineering/Maintenance management engineering
Research InstitutionKAGAWA University

Principal Investigator

MATSUSHIMA Manabu  KAGAWA University, Department of Engineering, Professor, 工学部, 教授 (00130302)

Co-Investigator(Kenkyū-buntansha) YOKOTA Masaru  SHIKOKU Research Institute INC, Civil Engineering Department, Chief Researcher, 土木技術部, 主席研究員
Project Period (FY) 2003 – 2004
KeywordsDry-wet repeated test / Cracking mode / Peeling off / horizontal peeling off / cracking along bar / cover depth / distance between bars
Research Abstract

In this paper, the prediction model of service period considered by the peeling off of concrete is developed due to cracking model of existing concrete structure received chloride ion damage. The deterioration of concrete structure consists of three stages, incubation period, progressive period and accelerative period. The service period is the term of the cracking propagation and differs by cracking mode induced by the corrosion pressure. The cracking mode depends on bar diameter, distance between bars, cover depth and concrete strength.
Dry-wet repeated test is carried out to investigate the cracking mode. Two type specimens are provided. One is the specimen to seek the border between the peeling off and the cracking along bar and the parameter of specimens is cover depth. Another is the specimen to seek the border between the horizontal peeling off and the cracking along bars and the parameter of specimen is the distance between bars. According to the results, the border between peeling off and cracking along the bars is obtained as D/φ=2.0〜3.0. Where, D=2t+φ, t is the cover depth, φ is diameter of bar. The peeling off is occurred under the value of D/φ mentioned above. The border between the horizontal peeling off and cracking along the bars is obtained as I/φ =5.5〜7.0. Where, I is the distance between bars.

  • Research Products

    (12 results)

All 2004 2003

All Journal Article (12 results)

  • [Journal Article] 塩害を受けるコンクリート構造物の耐震性能を考慮した補修時期2004

    • Author(s)
      松島学, 牧野 誠太郎, 横田 優, 関 博
    • Journal Title

      土木学会構造工学論文集 Vol.50A

      Pages: 229-238

    • Description
      「研究成果報告書概要(和文)」より
  • [Journal Article] 塩害により鉄筋が腐食したコンクリートの劣化予測2004

    • Author(s)
      横田優, 佐々木孝彦, 飯島亨, 松島学
    • Journal Title

      コンクリート工学年次論文報告集 Vol.26, No.1

      Pages: 1041-1047

    • Description
      「研究成果報告書概要(和文)」より
  • [Journal Article] 鉄筋腐食膨張によるひび割れ発生時の腐食量2004

    • Author(s)
      松島 学, 横田優, 関 博
    • Journal Title

      コンクリート工学年次論文報告集 Vol.26, No.1

      Pages: 1669-1674

    • Description
      「研究成果報告書概要(和文)」より
  • [Journal Article] 腐食ひび割れ発生限界腐食減量に関する一考察2004

    • Author(s)
      伊澤純平, 松島 学, 横田 優
    • Journal Title

      土木学会第59回年次学術講演会

      Pages: 515-516

    • Description
      「研究成果報告書概要(和文)」より
  • [Journal Article] Repairing period of concrete structure received chloride induced damage with considering the seismic capacity2004

    • Author(s)
      Manabu Matsushima, Seitarou MAKINO, Masaru YOKOTA, Hiroshi SEKI
    • Journal Title

      Journal of Structural Engineering Vol.50A

      Pages: 229-238

    • Description
      「研究成果報告書概要(欧文)」より
  • [Journal Article] Deterioration Prediction of corded steel bar embedded concrete received chloride induced damage.2004

    • Author(s)
      Masaru YOKOTA, Takahiko SASAKI, Toru IIJIMA, Manabu MATSUSHIMA
    • Journal Title

      Proceeding of Japan Concrete Institute Vol.26, No.1

      Pages: 1041-1047

    • Description
      「研究成果報告書概要(欧文)」より
  • [Journal Article] Study on corrosion products induced cracking due to corrosion pressure.2004

    • Author(s)
      Jyunpei IZAWA, Manabu MATSUSHIMA, Masaru YOKOTA
    • Journal Title

      Proceeding of Japan Society of Civil Engineering

      Pages: 515-516

    • Description
      「研究成果報告書概要(欧文)」より
  • [Journal Article] 海洋環境におけるRC構造物のLCC算定による補修工法および補修時期選定システムの開発2003

    • Author(s)
      高橋稔明, 酒井通孝, 関 博, 松島学
    • Journal Title

      コンクリート工学年次論文報告集 Vol.25, No.2

      Pages: 1945-1950

    • Description
      「研究成果報告書概要(和文)」より
  • [Journal Article] Evaluation of life cycle cost in consideration of influential factors on reinforced concrete piers2003

    • Author(s)
      M.sakai, H.Seki, M.Matsushima
    • Journal Title

      Integrated Lifetime Engineering of Buildings and Civil Infrastructures

      Pages: 117-122

    • Description
      「研究成果報告書概要(和文)」より
  • [Journal Article] Development system to determine the repairing timing and repairing method of concrete structures under the marine environment using calculation of LCC.2003

    • Author(s)
      Mineaki TAKAHASHI, Michitaka SAKAI, Hiroshi SEKI, Manabu MATSUSHIMA
    • Journal Title

      Proceeding of Japan Concrete Institute Vol.25, No.2

      Pages: 1945-1950

    • Description
      「研究成果報告書概要(欧文)」より
  • [Journal Article] Corrosion products induced cracking due to corrosion products.2003

    • Author(s)
      Manabu MATSUSHIMA, Masaru YOKOTA, Hiroshi SEKI
    • Journal Title

      Proceeding of Japan Concrete Institute Vol.26, No.1

      Pages: 1669-1674

    • Description
      「研究成果報告書概要(欧文)」より
  • [Journal Article] Evaluation of life cycle cost in consideration of influential factors on reinforced concrete piers2003

    • Author(s)
      Michitaka SAKAI, Hiroshi SEKI, Manabu MATSUSHIMA
    • Journal Title

      Integrated Lifetime Engineering of Buildings and Civil Infrastructures

      Pages: 117-122

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

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Published: 2006-07-11  

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