構造工学論文集 A
Online ISSN : 1881-820X
鋼構造・橋:論文
疲労き裂の発生・進展による無荷重時のひずみ変化の評価
石川 敏之松本 直樹
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2022 年 68A 巻 p. 554-563

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In this research, the authors focus on the strain under unloading conditions to detect the fatigue crack in welded structures. The fatigue tests of out-of-plane gusset joint under stress ratio R = -1 were carried out by measuring the strain every 10 thousand cycles. As the fatigue crack initiates and propagates, the mean strain which corresponds with the strain under the unloading conditions measured near the weld toe becomes smaller. This is because that the release of the tensile residual stress introduced by the welding. On the other hand, it was shown that the mean strain measured at the compressive residual stress region gradually increases by the crack initiation and propagation. Additionally, the appropriate location of strain gauges was discussed.

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