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EVALUATION OF STRENGTH RECOVERY OF REPAIRED STEEL PIPE PILES
http://hdl.handle.net/2237/18859
http://hdl.handle.net/2237/18859072b0446-e599-41a2-891d-f500d7d7bda0
名前 / ファイル | ライセンス | アクション |
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Item type | 会議発表論文 / Conference Paper(1) | |||||
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公開日 | 2013-11-11 | |||||
タイトル | ||||||
タイトル | EVALUATION OF STRENGTH RECOVERY OF REPAIRED STEEL PIPE PILES | |||||
言語 | en | |||||
著者 |
Kitane, Y.
× Kitane, Y.× Watanabe, N.× Itoh, Y. |
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アクセス権 | ||||||
アクセス権 | open access | |||||
アクセス権URI | http://purl.org/coar/access_right/c_abf2 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | Repair | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | Steel pipe pile | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | Underwater wet welding | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | Strength recovery | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | Corrosion | |||||
抄録 | ||||||
内容記述 | Many coastal and offshore steel structures are in need of repair or strengthening due to corrosion problems. The use of steel patch plates welded underwater over corrosion-damaged areas is one of the most common repair procedures for corroded submerged steel pipe and sheet piles. A patch plate thickness, a required weld length, a size of a patch plate, etc. are the design parameters of the repair design. To determine these design parameters efficiently and achieve an effective repair design, strength of a repaired structural member has to be accurately evaluated. This paper summarizes an experimental study of steel pipes repaired with welded patch plates to evaluate the strength recovery resulting from repair. In this study, the thickness of a portion of steel pipes was reduced by half to simulate a reduction of the cross section from corrosion, and steel patch plates were fillet-welded to the pipes with a reduced thickness area. One set of specimens were welded in the open air, and the other welded in the underwater wet environment to understand effects of welding environments on strength of repaired pipes. The repaired pipes were tested in flexure or compression until failure. Based on the experimental results, stiffness and strength recoveries were evaluated, and the effectiveness of patch plates was also examined. | |||||
言語 | en | |||||
内容記述タイプ | Abstract | |||||
言語 | ||||||
言語 | eng | |||||
資源タイプ | ||||||
資源 | http://purl.org/coar/resource_type/c_5794 | |||||
タイプ | conference paper | |||||
出版タイプ | ||||||
出版タイプ | VoR | |||||
出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 | |||||
書誌情報 |
en : Eleventh East Asia-Pacific Conference on Structural Engineering & Construction (EASEC-11) “Building a Sustainable Environment” November 19-21, 2008, Taipei, TAIWAN 発行日 2008-11 |
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著者版フラグ | ||||||
値 | publisher | |||||
URI | ||||||
識別子 | http://hdl.handle.net/2237/18859 | |||||
識別子タイプ | HDL |