• Search Research Projects
  • Search Researchers
  • How to Use
  1. Back to previous page

Study on the Low-Cycle Fatigue Behaviors of Concrete Structural Members under Submerged Condition.

Research Project

Project/Area Number 59420035
Research Category

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

Allocation TypeSingle-year Grants
Research Field Building structures/materials
Research InstitutionKyoto University

Principal Investigator

MUGURUMA Hiroshi  京都大学, 工, 教授 (30025829)

Project Period (FY) 1984 – 1985
Project Status Completed (Fiscal Year 1985)
Budget Amount *help
¥14,000,000 (Direct Cost: ¥14,000,000)
Fiscal Year 1985: ¥3,000,000 (Direct Cost: ¥3,000,000)
Fiscal Year 1984: ¥11,000,000 (Direct Cost: ¥11,000,000)
KeywordsConcrete / Concrete Member / Submerged Condition / Low-Cycle Fatigue / Acoustic Emission / 生存確率
Research Abstract

Low cycle fatigue loading tests were performed on the concrete cylinders and the reinforced on prestressed concrete beams under submerged condition to verify the evil influences of water upon the fatigue life. From the tests, the following conclusions can be obtained.
1. In the plain concrete having relatively larger water-cement ratio, low-cycle fatigue strength becomes much smaller under submerged condition. Similar deterioration in fatigue life can be obtained from the water absorbed concrete even when tested in air. These fact indicate that the wedge action of water trapped in the micro-cracks or void and the reduction of surface energy lead to the deterioration of fatigue life. This conclusion was assured from the source location of local fracture by acoustic emission measurements. And the statistical treatment of the test data resulted in larger reduction in fatigue life as a mean value under submerged condition than in air.
2. Significant reduction in flexural fatigue life was observed in RC or PC beams under submerged condition. In the beams cast by relatively larger water cement ratio of concrete the reduction in fatigue strength under submerged condition is mainly caused by the rapid deterioration of compressed concrete due to water. On the contrary, that in beam made of ultra-high strength concrete is induced by the pumping action of water trapped into the flexural cracks.

Report

(1 results)
  • 1985 Final Research Report Summary
  • Research Products

    (8 results)

All Other

All Publications (8 results)

  • [Publications] コンクリート工学年次講演会論文集. 第6号. (1984)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1985 Final Research Report Summary
  • [Publications] 日本建築学会近畿支部研究報告集・構造系. 第25号. (1985)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1985 Final Research Report Summary
  • [Publications] セメント技術年報. 第39巻. (1985)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1985 Final Research Report Summary
  • [Publications] 第29回材料研究連合会英文論文集. (1986)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1985 Final Research Report Summary
  • [Publications] Transactions of the Japan Concrete Institute. (1984)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1985 Final Research Report Summary
  • [Publications] Proceedings of the 27th Japan Congress on Materials Research. (1984)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1985 Final Research Report Summary
  • [Publications] Proceedings of the 29th Japan Congress on Materials Research. (1986)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1985 Final Research Report Summary
  • [Publications] Journal of Prestressed Concrete, JAPAN, EXTRA NUMBER. Vol. 27. (1986)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1985 Final Research Report Summary

URL: 

Published: 1987-03-31   Modified: 2016-04-21  

Information User Guide FAQ News Terms of Use Attribution of KAKENHI

Powered by NII kakenhi