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Experimental research to evaluate the fatigue properties of replacement RC deck slabs provided with infill parts
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- Takahashi Akihiko
- 岩手大学大学院 工学研究科機械・社会環境システム工学専攻
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- Abe Tadashi
- 日本大学 生産工学部土木工学科
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- Ono Kousuke
- (株)小野工業所
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- Onishi Hiroshi
- 岩手大学 理工学部システム創成工学科社会基盤・環境コース
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- Hisada Makoto
- 東北大学大学院 工学研究科土木工学専攻
Bibliographic Information
- Other Title
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- 間詰部を設けた取替RC床版の耐疲労性の評価に関する実験研究
- カンズメブ オ モウケタ トリカエ RC ショウバン ノ タイヒロウセイ ノ ヒョウカ ニ カンスル ジッケン ケンキュウ
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Description
<p>Precast replacement RC deck slabs have been proposed for road bridge decks managed by local governments. A feature of these deck slabs is that they have infill parts, and at the ends of the reinforcement in the anchorage area, two types of projection are provided to increase bond in the structure. In this research the fatigue properties of a proposed deck slab were verified. The results showed that the infill part was not a point of weakness and the fatigue properties were improved. Also, the number of equivalent cycle of RC deck slab with two types of infill part was 12.1 times and 15.1 times respectively as compared with standard RC deck slab.</p>
Journal
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- Journal of Structural Engineering, A
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Journal of Structural Engineering, A 65A (0), 655-664, 2019-03-15
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390283659846362240
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- NII Article ID
- 130007791178
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- NII Book ID
- AA12210243
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- ISSN
- 18816614
- 1881820X
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- NDL BIB ID
- 029661729
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- Text Lang
- ja
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- Data Source
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- JaLC
- NDL Search
- CiNii Articles
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- Abstract License Flag
- Disallowed