書誌事項
- タイトル別名
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- An Experimental Study on Fatigue Durability of Joint Part under Cyclic Bending in Corrugated Steel Web PC Box Railway Bridge
抄録
Recently, many types of hybrid structures with steel and concrete materials have come to be increasingly developed.Conugated steel web PC box bridge is one of these hybrid structures.On the other hand, this type of bridge has not been adopted yet for railway bridges, while these bridges have been constructed forhighway bridges.In this paper, we aim to confirm fatigue durability of joint part connecting the corrugated steel web plate with the concrete slab.The static and fatigue loading tests were carried out under in-plane cyclic bending.As a result, it was clarified that both of two diffbrent types of jointpart, called constraint reinfbrced bar type and flat bar type, had enough fatigue durability.
収録刊行物
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- Concrete Research and Technology
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Concrete Research and Technology 13 (3), 61-70, 2002
Japan Concrete Institute
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詳細情報 詳細情報について
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- CRID
- 1390282680430883072
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- NII論文ID
- 130004701919
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- COI
- 1:CAS:528:DC%2BD38XpsVeis74%3D
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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