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面外ガセット溶接継手の腐食特性と疲労挙動に関する基礎的研究
http://hdl.handle.net/2237/8502
http://hdl.handle.net/2237/850248dccde9-b280-4e84-8e16-4b0d2afb53b1
名前 / ファイル | ライセンス | アクション |
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Structural_Eng_49A-707.pdf.pdf (1.7 MB)
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Item type | 学術雑誌論文 / Journal Article(1) | |||||
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公開日 | 2007-07-06 | |||||
タイトル | ||||||
タイトル | 面外ガセット溶接継手の腐食特性と疲労挙動に関する基礎的研究 | |||||
言語 | ja | |||||
その他のタイトル | ||||||
その他のタイトル | Corrosion characteristic and fatigue behavior of out-of-plane gusset welded joints | |||||
言語 | en | |||||
著者 |
貝沼, 重信
× 貝沼, 重信× KAINUMA, Shigenobu× 細見, 直史× HOSOMI, Naofumi× 金, 仁泰× KIM, In-Tae× 伊藤, 義人× ITOH, Yoshito× 柿木, 信浩× KAKINOKI, Nobuhiro |
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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 | |||||
権利 | ||||||
言語 | ja | |||||
権利情報 | 土木学会 (許諾 土学編集 第07010号) | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 腐食 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | corrosion | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 腐食促進試験 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | accelerated exposure test | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 疲労試験 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | fatigue test | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 面外ガセット | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | out-of-plane gusset | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 溶接継手 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | weld joint | |||||
抄録 | ||||||
内容記述 | Corrosion and fatigue are two main factors to determine the durability of steel bridges. In this research, first, in order to investigate the time-dependent corrosion characteristics of the uncoated out-of-plane gusset welded joints, accelerated exposure tests were carried out for a period of five months to fifteen months. The corrosive environmental condition was S6-cycle specified in JIS for painted steel. Fatigue tests were also performed on the weld joints before and after the corrosion tests. It was found that the corroded joints had similar or larger toe radius than the uncorroded ones. The fatigue cracks for the corroded joints initiated from the fillet weld toe or the main plate and then propagated. As a result, the corroded joints had the same or higher fatigue strength than the uncorroded ones when the number of corrosive environmental cycles (S6-cycle) was less than 1800 cycles. | |||||
言語 | en | |||||
内容記述タイプ | Abstract | |||||
出版者 | ||||||
言語 | ja | |||||
出版者 | 土木学会 | |||||
言語 | ||||||
言語 | jpn | |||||
資源タイプ | ||||||
資源タイプresource | http://purl.org/coar/resource_type/c_6501 | |||||
タイプ | journal article | |||||
出版タイプ | ||||||
出版タイプ | VoR | |||||
出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 | |||||
ISSN | ||||||
収録物識別子タイプ | PISSN | |||||
収録物識別子 | 09108009 | |||||
書誌情報 |
ja : 構造工学論文集 巻 49A, p. 707-715, 発行日 2003-03 |
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フォーマット | ||||||
application/pdf | ||||||
著者版フラグ | ||||||
値 | publisher | |||||
URI | ||||||
識別子 | http://hdl.handle.net/2237/8502 | |||||
識別子タイプ | HDL |