数値解析による杭基礎フーチングのせん断破壊挙動の評価

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タイトル別名
  • Numerical analyses of shear failure in reinforced concrete pile supported footings

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<p>This paper presents an evaluation of shear failure mechanisms in reinforced concrete (RC) pile supported footings by using a nonlinear numerical analysis. A rigid-body-spring model, which is one of discrete type approaches, is used to analyze shear failure behaviors of RC footings. The numerical model predicts the three dimensional crack development and the punching shear capacity, and is validated by comparison with experimental observations. Sensitivity analyses are conducted to study the effect of longitudinal reinforcement arrangement that affects productivity of reinforcement placement in construction.</p>

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詳細情報 詳細情報について

  • CRID
    1390573242785131392
  • DOI
    10.11532/structcivil.68a.685
  • ISSN
    1881820X
  • 本文言語コード
    ja
  • データソース種別
    • JaLC
    • KAKEN
  • 抄録ライセンスフラグ
    使用不可

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