書誌事項
- タイトル別名
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- The Mechanical Behavior of Composite Prestressed Concrete Girders with Corrugated Steel Webs
- 公開日
- 1997
- DOI
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- 10.3151/crt1990.8.1_27
- 公開者
- Japan Concrete Institute
この論文をさがす
説明
Flexural shear tests were conducted in order to clarify the mechanical behavior of steel girders having corrugated web and composite prestressed concrete girders with corrugated steel web. In this study, a new type of shear connection at the interface of the corrugated steel web and the lower concrete flange in the composite prestressed concrete girders was proposed and also an application of composite prestressed concrete girders having corrugated steel web to the precast segmental construction was proposed. The experimental results indicated that the girders with corrugated steel web showed favorable shear resistance, and the pure shear stresses were seen in the corrugated steel web so that the prestressing forces were not transmitted to the corrugated steel web. A practical formula for estimating the buckling strength of corrugated steel web, in which intermediate buckling mode was included, was derived and good coincidence was shown between the calculated values obtained by this formula and the experimental ones.
収録刊行物
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- Concrete Research and Technology
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Concrete Research and Technology 8 (1), 27-41, 1997
Japan Concrete Institute
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詳細情報 詳細情報について
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- CRID
- 1390282680431282560
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- NII論文ID
- 130004698061
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- COI
- 1:CAS:528:DyaK2sXmtlSitrk%3D
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- ISSN
- 13404733
- http://id.crossref.org/issn/13404733
- https://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
- Crossref
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可
