母板に 1°テーパーを有する高力ボルト摩擦接合継手を用いた鋳鉄床版モジュール-主桁間のすべり挙動
書誌事項
- タイトル別名
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- Slip behavior between cast iron deck module and a steel main girder using tapered high strength bolted frictional joints with 1° on the main plate
抄録
<p>The cast iron deck module is a lightweight deck slab with excellent fatigue resistance. High-strength bolt friction joints are used to join cast iron deck modules and main steel girders. In addition, the high strength bolt friction joints between the cast iron deck module and the main steel girder have to be considered because the ribs of the cast iron deck module have a taper of 1°. In this study, we prepared an experimental specimen of a composite structure of a cast iron deck and a main steel girder, and conducted a horizontal loading test and FEM analysis. As a result, the sliding behavior between the cast iron deck and the main girder was clarified.</p>
収録刊行物
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- 構造工学論文集 A
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構造工学論文集 A 67A (0), 336-348, 2021
公益社団法人 土木学会
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詳細情報 詳細情報について
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- CRID
- 1390006231374727552
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- NII論文ID
- 130008025899
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- ISSN
- 1881820X
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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
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可