書誌事項
- タイトル別名
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- Bending Characteristics of Concrete Filled Double Steel Tubular Members
説明
Concrete filled double steel tubular members (CFDT) consist of two centric steel tubes and filled concrete between them. By the arrangement of the inner tube, own weight can be reduced in comparison with concrete filled steel tubular members. Four point loading tests on twelve specimens of CFDT were performed. Experimental parameters are inner-to-outer diameter ratios and outer tube's diameter-to-thickness ratios. The purpose of this study is to investigate effect of inner-to-outer diameter ratios on bending capacities. Experimental strengths were good agreement with bending strengths calculated using axial load (N)-bending moment (M) relation, where N was equal to zero. Failure modes were local buckling and fracture of outer tube. The larger inner-to-outer tube's diameter ratios, yield the smaller confinement strength.
収録刊行物
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- Concrete Research and Technology
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Concrete Research and Technology 17 (3), 45-53, 2006
Japan Concrete Institute
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キーワード
詳細情報 詳細情報について
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- CRID
- 1390001205454413440
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- NII論文ID
- 130004587892
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- COI
- 1:CAS:528:DC%2BD28Xht12rurfI
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- ISSN
- 13404733
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- 本文言語コード
- ja
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- データソース種別
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- JaLC
- Crossref
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可