FLEXURAL FATIGUE BEHAVIOR OF PRESTRESSED CONCRETE BEAMS WITH NON-METALLIC FIBER TENDON UNDER ATMOSPHERE AND WATER
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- IWAMOTO Kaoru
- JAPAN SOCIETY OF CIVIL ENGINEERS
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- KOJIMA Takayuki
- JAPAN SOCIETY OF CIVIL ENGINEERS
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- TAKAGI Nobuaki
- JAPAN SOCIETY OF CIVIL ENGINEERS
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- MATSUO Maki
- JAPAN SOCIETY OF CIVIL ENGINEERS
Bibliographic Information
- Other Title
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- 連続繊維補強材を緊張材としたPC梁の気中と水中における疲労特性
- レンゾク センイ ホキョウザイ オ キンチョウザイ ト シタ PCリョウ ノ キチュウ ト スイチュウ ニ オケル ヒロウ トクセイ
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Abstract
It is possible to utilize Continuous Fiber Reinforcing Materials (CFRM) for prestressing tendons of prestressed concrete structures in the ocean because they have non-corrosion properties. This study concerns the flexural fatigue behavior of prestressed concrete beams with aramid, carbon fiber tendons and conventional prestressing wire both in atmosphere and in water. The following factors are investigated as to how they have effects on the behavior of prestressed concrete beams; (1) kind of tendon, (2) initial tension of tendon, (3) shear span effective depth ratio, (4) test environment, (5) fatigue strength of concrete and tendon.
Journal
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- Doboku Gakkai Ronbunshu
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Doboku Gakkai Ronbunshu 1999 (613), 59-69, 1999-02-20
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390001205309380224
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- NII Article ID
- 10002527704
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- NII Book ID
- AN10014020
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- ISSN
- 18827187
- 02897806
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- NDL BIB ID
- 4669408
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- Data Source
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed