鋼床版デッキとUリブ溶接部の疲労損傷に対する供用下溶接補修工法に関する検討

Recently, a number of fatigue cracks have been detected in orthotropic steel decks. Among them, fatigue cracking in the welded joint between steel deck and ribs or stiffeners is possible to propagate to deck plate and it has a risk to do harm to the traffic pass by on the deck plate. So, development...

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Bibliographic Details
Published inKou kouzou rombunshuu Vol. 22; no. 85; pp. 85_85 - 85_100
Main Authors 川上, 順子, 高田, 佳彦, 坂野, 昌弘
Format Journal Article
LanguageJapanese
Published 社団法人 日本鋼構造協会 2015
Japanese Society of Steel Construction
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ISSN1880-9928
1884-0329
DOI10.11273/jssc.22.85_85

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Summary:Recently, a number of fatigue cracks have been detected in orthotropic steel decks. Among them, fatigue cracking in the welded joint between steel deck and ribs or stiffeners is possible to propagate to deck plate and it has a risk to do harm to the traffic pass by on the deck plate. So, development of effective retrofit method is strongly needed. In this study, fatigue tests, and damage investigation were conducted to evaluate the fatigue cracking behavior in the welded joint and to verify the effect of proposed retrofitting method.
ISSN:1880-9928
1884-0329
DOI:10.11273/jssc.22.85_85