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Wheel running fatigue testing of RC slab with carbon fiber sheet buried joint
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- Sekiguchi Mikio
- 東京都土木技術支援・人材育成センター 技術支援課
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- Hashihara Masanori
- 東京都土木技術支援・人材育成センター 技術支援課
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- Horikawa Toshio
- 大阪工業大学 都市デザイン工学科
Bibliographic Information
- Other Title
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- 埋設型炭素繊維シートジョイント付きRC床版の輪荷重走行疲労実験
Description
The number of repair results of the expansion apparatus in the highway bridge is next to the number of pavement repairs; besides the repair cycle of the expansion apparatus is also short, because those are required environmental measures such as noises and vibrations as priority. It could be guess that existing slab is given damages and bad influences on fatigue durability by increasing chopping if exchanging the joint repeated several times.<BR>The purpose of this study is to examine the fatigue duration of RC slabs with carbon fiber sheet buried joints which are three different deck thicknesses (80mm, 100mm, and 120mm) by the wheel running fatigue testing.
Journal
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- Journal of Structural Engineering, A
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Journal of Structural Engineering, A 57A 1326-1337, 2011
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390282680261122304
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- NII Article ID
- 130004503707
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- ISSN
- 1881820X
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- Data Source
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- JaLC
- CiNii Articles
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- Abstract License Flag
- Disallowed