書誌事項
- タイトル別名
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- 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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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.
収録刊行物
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- Concrete Research and Technology
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Concrete Research and Technology 10 (2), 109-118, 1999
Japan Concrete Institute
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詳細情報 詳細情報について
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- CRID
- 1390282680431989760
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- NII論文ID
- 130004587756
- 10004748907
- 10002756168
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- NII書誌ID
- AN1053282X
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- COI
- 1:CAS:528:DyaK1MXlvF2mtL4%3D
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- NDL書誌ID
- 4761115
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- ISSN
- 13404733
- http://id.crossref.org/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
- NDL
- Crossref
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可