• Title/Summary/Keyword: 피로도지수

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The Analysis of Fatigue Quality Index for Shape of Elliptical Hole in Plate (평판에서 타원공의 형상에 따른 피로도지수 해석)

  • 송준혁;노홍길;강희용;양성모
    • Proceedings of the Korean Society of Machine Tool Engineers Conference
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    • 2003.04a
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    • pp.130-136
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    • 2003
  • A FQI(fatigue quality index) analysis using the concept of SF(severity factor) is performed to various shape of elliptical hole. FQI is fatigue quality index to estimate the dynamic SF from static SF by finite element analysis. Since the SF is affected by the location of cutout in plate and radius ratio, static SF is analyzed with finite element method and forms the equation of FQI for predicting a dynamic SF. To examine the validity, dynamic SF is measured by photoelastics and thermalelastics for an epoxy resin plate with various elliptical holes under dynamic load.

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Fatigue Quality Index of Elliptical Holed Plate (평판에서 타원공의 형상에 따른 피로도지수)

  • Song Joonhyuk;Shimamoto A.;Nah Seokchan;Yu Hyosun;Kang Heeyong;Yang Sungmo
    • Transactions of the Korean Society of Automotive Engineers
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    • v.13 no.5
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    • pp.90-95
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    • 2005
  • Most of mechanical structures are composed of many substructures connected to one another by various types of mechanical joints with various shapes of cutouts. It is important to study these connected structures under dynamic forces for evaluation of stress concentration. In this paper, a FQI(fatigue quality index) analysis using the concept of SF(severity factor) is performed to various shape of elliptical hole. The SF is affected by the location of cutout in plate and radius ratio, static SF is analyzed with finite element analysis and the equation of FQI for predicting a dynamic SF is formed.

Reliability Analysis of Fatigue Truck Model Using Measured Truck Traffic Statistics (통행차량 특성을 반영한 강교량 피로설계트럭의 피로파괴 신뢰도해석)

  • Shin, Dong Ku;Kwon, Tae Hyung;Park, Young Suk
    • Journal of Korean Society of Steel Construction
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    • v.19 no.2
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    • pp.211-221
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    • 2007
  • A structural reliability analysis of fatigue truck model for fatigue failure of highway steel bridges was performed by applying the Miner's fatigue damage rule expressed as a function of various random variables affecting fatigue damage. Among the variables, the statistical parameters for equivalent moment, impact factor, and loadometer were obtained by analyzing recently measured domestic traffic data, whereas the parameters on fatigue strength, girder distribution factor, and headway factor of the measured data available in the literature were used. The effects of various fatigue truck models, fatigue life, ADTT, fatigue detail category, loadometer, and gross vehicle weight of fatigue truck on the reliability index of fatigue damage were analyzed. It is expected that the analytical results presented herein can be used as a basic background material in the calibration of both fatigue design truck and fatigue load factor of LRFD specification.