REINFORCING A NOTCHED STEEL GIRDER END BY STEEL PLATE PRE-STRESSING
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概要
- 論文の詳細を見る
The applicability of the steel plate pre-stressing method is investigated for the purpose of preventing fatigue crack propagation to the web in the notched girder end. With the steel plate pre-stress method, it is considered to be possible for the reinforcing plate to be decreased in size in comparison with the conventional reinforcing method, since both live load and dead-load can be reduced or changed to compressive stress by compressive pre-stressing. Monotonic and fatigue loading tests are reported using full-scale girder specimens with notch.
- 関西大学の論文
- 2006-03-21
著者
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NAMIKI Hironori
Kyobashi Corporation
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Namiki Hironori
Kyobashi Maintech Co.
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Namiki Hironori
Kyobashi Construction Co. Ltd
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MATSUMOTO Kentaro
Graduate School of Engineering, Nagoya University
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Sakano Masahiro
Department of civil engineering Kansai,University
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Sakano Masahiro
Department Of Civil & Environmental Engineering
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Matsumoto Kentaro
Graduate School Of Civil Engineering
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