Seismic Behavior of 200 MPa Ultra-High-Strength Steel-Fiber Reinforced Concrete Columns under Varying Axial Load

Hideki Kimura, Yuji Ishikawa, Atsushi Kambayashi, Hiroto Takatsu

研究成果: Article

18 引用 (Scopus)

抄録

Cyclic loading tests were carried out on ultra-high strength RC columns under high axial load conditions. Effective concrete strength of 200 MPa with high-strength steel fibers (SF) was used. The investigated parameters were: 1) volumetric ratio of steel fiber, 2) lateral reinforcement ratio, and 3) axial loading type. The main characteristics of the tested columns (maximum strength, deformation capacity and equivalent viscous damping factor) are presented and the influence of various parameters is discussed. The test results revealed the advantage of using SF in terms of strength and damage control. The maximum strength of the tested columns using SF, assessed using a number of different formulas, proved to be on the safe side. On the other hand, in the case of columns in which SF was not used, the estimated maximum strength was found to be larger than the tested value, except when using NZS3101 equation. This difference is probably due to early spalling off of the cover concrete

元の言語English
ページ(範囲)193-200
ページ数8
ジャーナルJournal of Advanced Concrete Technology
5
発行部数2
DOI
出版物ステータスPublished - 2007 6 1
外部発表Yes

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Steel fibers
Axial loads
High strength steel
Reinforced concrete
Concretes
Spalling
Reinforcement
Damping

ASJC Scopus subject areas

  • Building and Construction
  • Materials Science(all)

これを引用

Seismic Behavior of 200 MPa Ultra-High-Strength Steel-Fiber Reinforced Concrete Columns under Varying Axial Load. / Kimura, Hideki; Ishikawa, Yuji; Kambayashi, Atsushi; Takatsu, Hiroto.

:: Journal of Advanced Concrete Technology, 巻 5, 番号 2, 01.06.2007, p. 193-200.

研究成果: Article

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