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TESTS ON AXIAL LOAD CAPACITY OF SHEAR FAILING R/C COLUMNS CONSIDERING REINFORCING DETAILS : Relationship between axial loading test and lateral loading test

  • KATO Daisuke
    Department of Architecture, Faculty of Engineering, Niigata University
  • LI Zhuzhen
    Department of Architecture, Faculty of Engineering, Niigata University
  • NAKAMURA Yukiko
    Department of Architecture, Faculty of Engineering, Niigata University
  • HONDA Yoshimasa
    Department of Architecture, Faculty of Engineering, Niigata University

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Other Title
  • 配筋詳細に着目したRC造せん断破壊柱の軸力保持性能に関する実験 : 軸加力実験と曲げせん断加力実験の関係
  • ハイキン ショウサイ ニ チャクモク シタ RCゾウ センダン ハカイ チュウ ノ ジクリョク ホジ セイノウ ニ カンスル ジッケン ジク カリョク ジッケン ト マゲ センダン カリョク ジッケン ノ カンケイ

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Abstract

Objectives of this study were to examine axial load carrying capacities of R/C columns after shear failure. For this purpose static loading tests of R/C columns were conducted. Confinement of hoop reinforcement to core concrete was one of the most important effects to be discussed so different hoop reinforcement details were studied, i.e. welded hoop for good confinement type, hoop with 135 deg hook for normal confinement type and hoop with 90 deg hook for poor confinement. Using these specimens centrical axial loading test to examine the basic confining effects and lateral loading test under constant axial load to examine the axial load carrying capacity were conducted.

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