構造工学論文集 A
Online ISSN : 1881-820X
鋼・木構造
当て板接着補修されたき裂を有する鋼板の応力拡大係数
松本 理佐石川 敏之服部 篤史河野 広隆
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ジャーナル フリー

2013 年 59A 巻 p. 798-807

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抄録
The purpose of this study is to propose the simple calculation procedure of stress intensity factor of a cracked steel plate repaired with patch plates. In this paper, firstly, stress intensity factor, SIF, of a cracked steel plate with patch plates was calculated by finite element analysis. The effects of SIF reduction of crack repaired with patch plates were assumed as the reduction of nominal stress and the control of crack opening displacement by patch plate. Then, by applying these effects, the SIF of cracked steel plate with patch plates was estimated by a simple calculation procedure. Finally, it was confirmed that the estimated SIF agrees with that given by FE analysis.
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© 2013 公益社団法人 土木学会
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