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2009 Fiscal Year Final Research Report

Estimation method of shear capacity in reinforced concrete member deteriorated by reinforcing steel corrosion

Research Project

  • PDF
Project/Area Number 19760303
Research Category

Grant-in-Aid for Young Scientists (B)

Allocation TypeSingle-year Grants
Research Field Civil engineering materials/Construction/Construction management
Research InstitutionKyoto University

Principal Investigator

YAMAMOTO Takashi  Kyoto University, 大学院・工学研究科, 准教授 (70335199)

Project Period (FY) 2007 – 2009
Keywords鉄筋コンクリート / 鉄筋腐食 / せん断耐荷性能 / せん断耐荷力算定式 / 斜め引張破壊 / アーチ耐荷機構 / コンクリート負担せん断耐力 / 付着性能
Research Abstract

A load carrying capacity, especially the shear capacity, should be examined in a deteriorated RC member. In this study, the influence of corrosion of reinforcements on shear behavior of RC beams was investigated. As a result, when a diagonal shear crack occurred in RC beam deteriorated by shear reinforcements corrosion, the shear capacity was likely to decrease. However, when the bond characteristic between concrete and longitudinal reinforcement was degraded by corrosion, the diagonal shear crack was hard to occur. In consequence, the load carrying capacity was increased by the formation of arch action mechanism.

  • Research Products

    (2 results)

All 2009

All Journal Article (1 results) Presentation (1 results)

  • [Journal Article] RCはりのせん断耐荷挙動に与える鉄筋腐食の影響2009

    • Author(s)
      山本貴士, 宮川豊章
    • Journal Title

      セメント技術大会講演要旨 Vol.63

      Pages: 132-133

  • [Presentation] RCはりのせん断耐荷挙動に与える鉄筋腐食の影響2009

    • Author(s)
      山本貴士
    • Organizer
      セメント技術大会
    • Place of Presentation
      東京
    • Year and Date
      2009-05-20

URL: 

Published: 2011-06-18   Modified: 2016-04-21  

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