ANALYTICAL STUDY ON REMAINING PERFORMANCE OF CORROSION DAMAGED CABLE-STAYED STEEL BRIDGE WITH A FEW CABLES
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- HASHIMOTO Kunitaro
- 神戸大学大学院 工学研究科市民工学専攻
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- HAYASHI Hiroyuki
- (株)横河NS エンジニアリング
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- KAWABE Naoto
- 神戸大学大学院 工学研究科市民工学専攻
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- WATANABE Hironori
- (株)綜合技術コンサルタント
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- SHIMIZU Shinsaku
- Hitz日立造船株式会社
Bibliographic Information
- Other Title
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- ケーブルが腐食損傷した少数ケーブル鋼斜張橋の残存性能に関する解析的研究
Abstract
<p>Recently, corrosion has been found in cables of cable system bridges. In the case of cable-stayed bridges with a few cables, corrosion may occur to collapse the bridge, therefore it is necessary to evaluate the remaining performance of the bridge. In this study, bridges under service condition are reproduced using FE analysis, and two analyzes are performed. First is corrosion analysis which was carried out reducing the cross section of the cable gradually. Second is loading capacity analysis which was carried out by gradually increasing the load. These two analyzes show the mechanical behavior of the targeted cable-stayed steel bridge with corroded cables.</p>
Journal
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- Kou kouzou rombunshuu
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Kou kouzou rombunshuu 28 (109), 109_103-109_116, 2021-03-25
Japanese Society of Steel Construction
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Details 詳細情報について
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- CRID
- 1390854717648161664
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- ISSN
- 18840329
- 18809928
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- Text Lang
- ja
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- Data Source
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- JaLC
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- Abstract License Flag
- Disallowed