Effect of simple repair using resin on fatigue life of A6063 aluminum alloy with a simulated crack

被引：0

作者：

Sasaki D. ^{[1
]}

Naragino K. ^{[2
]}

Yoshitoshi M. ^{[3
]}

Harada T. ^{[4
]}

Nanko M. ^{[5
]}

Kawakami Y. ^{[1
]}

机构：

[1] Department of Materials System Engineering, National Institute of Technology, Kurume College, 1-1-1 Komorino, Fukuoka, Kurume-shi

[2] Department of Materials System Engineering, National Institute of Technology, Kurume College

[3] Support Center of Education, National Institute of Technology, Kurume College, Fukuoka, Kurume-shi

[4] Department of Mechanical Engineering, National Institute of Technology, Kurume College, Fukuoka, Kurume-shi

[5] Nagaoka University of Technology, Niigata, Nagaoka-shi

来源：

Keikinzoku/Journal of Japan Institute of Light Metals | 2023年 / 73卷 / 08期

关键词：

crack initiation; crack propagation; fatigue life; repair; resin;

D O I：

10.2464/jilm.73.375

中图分类号：

学科分类号：

摘要：

In recent times, the use of aluminum alloys in large-scale structures has been widely advocated. In view of the maintenance and administration of these structures, the implementation of a simple repair methodology holds immense significance. It is imperative to clearly elucidate this methodology and its fatigue-life extension effect. In our study, we examined the effect of a simple repair technique using resin on the fatigue life of aluminum alloys featuring simulated cracks. Our findings confirm the following four points: Firstly, the fatigue life of repaired specimens increased by up to 1.8 times. Secondly, the initiation and growth life of cracks were extended in the repaired specimens. Thirdly, the crack growth rate in the specimens was slower, and fourthly, the striation width was smaller in the specimens. These results strongly suggest that the wedge effect of the resin has suppressed fatigue crack initiation and propagation. © 2023 The Japan Institute of Light Metals.

引用

页码：375 / 381

页数：6

共 25 条

[1]

Okura I., Hagisawa N., Iwata S., Kitamura K., J. Japan Inst. Light Metals, 54, pp. 380-387, (2004)

[2]

Okura I., Nagao T., Hagisawa N., Journal of Structural Engineering, A, 56, pp. 1217-1226, (2010)

[3]

Yamao T., Inoue T., Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM)), 71, pp. 449-462, (2015)

[4]

9, pp. 58-68, (2015)

[5]

Yamada K., Kondo A., Doboku Gakkai Ronbunshu, 368, pp. 411-415, (1986)

[6]

Okura I., Ishikawa T., Steel Compos. Struct, 2, pp. 475-488, (2002)

[7]

Iwasaki M., Natori T., Fukazawa M., Terada H., Yokogawa Bridge Group technical report, 18, pp. 36-52, (1989)

[8]

Hoshino T., Uomoto T., Proceedings of the Japan Concrete Institute, 23, pp. 451-456, (2001)

[9]

Kunieda M., Bolander J., Kamada T., Rokugo K., Proceedings of the Japan Concrete Institute, 23, pp. 457-462, (2001)

[10]

Kunieda M., Wakatsuki K., Kamada T., Proceedings of the Japan Concrete Institute, 24, pp. 1425-1430, (2002)

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