鋼繊維補強コンクリートの一軸引張およびせん断に対する力学特性に及ぼす繊維特性の影響

書誌事項

タイトル別名
  • Effect of Fiber Properties on Mechanical Properties of Steel Fiber Reinforced Concrete under Uniaxial Tension and Shear
  • コウ センイ ホキョウ コンクリート ノ 1ジク ヒッパリ オヨビ センダン ニ タイスル リキガク トクセイ ニ オヨボス センイ トクセイ ノ エイキョウ

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抄録

The post-cracking behavior of a steel fiber reinforced concrete is important because it affects the crack width which influences the durability of the structure. In this study the deformational behavior of a steel fiber reinforced concrete subjected to uniaxial tension and shear was investigated experimentally by applying a load to a specimen with a discontinuous plane for a crack. In the experiment the effects of the fiber inclining angle to the crack plane and the fiber geometry were investigated. High-strength concrete was used in the specimen. From the experimental results models for load-displacement relationships were obtained considering the fiber inclining angle as a parameter.

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