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주파수 영역 피로해석에서 PSD 분석 방식 비교

Comparison of PSD Analysis Methods in Frequency Domain Fatigue Analysis

Journal of the Korean Society for Precision Engineering 2019;36(8):737-743.
Published online: August 1, 2019

1 고려대학교 대학원 기계공학과

2 한화 시스템㈜ 기계설계팀

3 고려대학교 기계공학부

1 Department of Mechanical Engineering, Graduate School, Korea University

2 Mechanical Design Team, Hanwha Systems

3 School of Mechanical Engineering, Korea University

#E-mail: wcchoi@korea.ac.kr, TEL: +82-2-3290-3361
• Received: February 14, 2019   • Revised: April 24, 2019   • Accepted: May 22, 2019

Copyright © The Korean Society for Precision Engineering

This is an Open-Access article distributed under the terms of the Creative Commons Attribution Non-Commercial License (http://creativecommons.org/licenses/by-nc/3.0) which permits unrestricted non-commercial use, distribution, and reproduction in any medium, provided the original work is properly cited.

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Comparison of PSD Analysis Methods in Frequency Domain Fatigue Analysis
J. Korean Soc. Precis. Eng.. 2019;36(8):737-743.   Published online August 1, 2019
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Comparison of PSD Analysis Methods in Frequency Domain Fatigue Analysis
J. Korean Soc. Precis. Eng.. 2019;36(8):737-743.   Published online August 1, 2019
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Comparison of PSD Analysis Methods in Frequency Domain Fatigue Analysis
Image Image Image Image Image Image Image
Fig. 1 Moment of area under PSD
Fig. 2 POD structure
Fig. 3 PSD profile
Fig. 4 Frequency response function of POD structure
Fig. 5 Results of X-axis
Fig. 6 Results of Y-axis
Fig. 7 Results of Z-axis
Comparison of PSD Analysis Methods in Frequency Domain Fatigue Analysis

Material property

Material Ultimate
strength
Poisson’s
ratio
Density
(g/cm3)
PH13-Steel 1105 MPa 0.3 7.8
17-4PH Steel 1158 MPa 0.3 7.75
SUS304 520 MPa 0.3 7.85
AL6061 310 MPa 0.33 2.85
H-11 1793 MPa 0.3 7.8

Natural frequency of POD structure

X-axis Y-axis Z-axis
Freq.
(Hz)
Eff.
Mass
Freq.
(Hz)
Eff.
Mass
Freq.
(Hz)
Eff.
Mass
221.9 38.7% 68.3 28.4% 84.2 23.0%
231.8 29.8% 162.3 30.6% 297.5 14.6%
297.5 6.4% 231.8 5.8% 324.7 17.6%
471.9 11.1%
473.5 7.7%

Life of the weakest node in POD structure

Method Damage Life
Dirlik 0.1145 8.737
Lalanne 0.1203 8.314
Steinberg 0.1266 7.901
Table 1 Material property
Table 2 Natural frequency of POD structure
Table 3 Life of the weakest node in POD structure