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A Dynamic Analysis of Rotations at the center of Vehicle Running High Speed KTX Train on the PSC Box Bridges

PSC 교량 위를 고속주행 중인 KTX 전동차의 중심회전각 동적해석

  • 오순택 (서울과학기술대학교 건설시스템디자인공학과) ;
  • 이동준 (서울과학기술대학교 건설시스템디자인공학과)
  • Received : 2013.07.30
  • Accepted : 2013.08.30
  • Published : 2014.01.30

Abstract

A dynamic analysis is carried out to provide an evaluation method of running safety for a PSC box bridge located on the Gyung-Bu high speed railway. The numerical models of bridge and train vehicle are developed in detail with corresponding interaction system. Three dimensional skeleton element model of PSC box bridge and 38-degree-of-freedom of vehicle are adopted from the existing properties of KTX bridge and train vehicle. Analysed three direction rotations of vehicle on the bridge and ground tracks are compared for running speeds up to 500 km/h with 10 km/h constant increments. The comparison of the rotations will be an improved evaluation method of Running Safety in stead of the existing standard method.

경부고속철 PSC 박스 교량의 주행안정성 평가방법을 개발하기 위하여 동적 수치해석을 수행하였다. 교량과 차량의 상호작용력을 고려한 수치 모형을 적용하였다. 3차원 유한요소 뼈대요소를 적용한 교량과 38자유도로 상세하게 모형화된 차량은 공용 중인 KTX의 물성 사양을 적용하였다. 주행속도 500 km/h까지 10 km/h 일정 증가분으로 수치해석하여 차량의 각 방향의 회전각을 교량/일반 도상에서 해석하고 비교하였다. 비교된 회전각비는 기존의 주행안정성 설계기준에 보완될 수 있는 평가방법으로 판단된다.

Keywords

References

  1. Oh, S. T., Lee, D. J. (2011), A Study of Evaluation methods for Running Safety of Prestressed Concrete Box Bridge on the KTX high speed railway, Journal of the Korean Society of Hazard Mitigation, 11(4), 31-39 (in Korean).
  2. Oh, S. T., Lee, D. J., Shim, Y. W., Yun, J. K. (2011), A Dynamic Analysis of PSC Box Bridge Varying Span Lengths for Increased Speeds of KTX, Journal of the Korea Institute for Structural Maintenance and Inspection, 15(4), 204-211 (in Korean). https://doi.org/10.11112/jksmi.2011.15.4.204
  3. Oh, S. T., Shim, Y. W., Lee, D. J. (2010), Dynamic Analysis of PSC Bridge for a High Speed Railway Vehicle Using Improved 38-Degree of Freedom Model, Journal of the Korea Concrete Institute, 22(6), 797-803 (in Korean). https://doi.org/10.4334/JKCI.2010.22.6.797
  4. Oh. J., Hyeon, G. H., Park, Y. S., Park, S. K. (2008), A Study on Aseismatic Performance of Base Isolation Systems Using Resilient Friction Pot Bearing, Journal of the Korea Institute for Structural Maintenance and Inspection, 12(1), 127-134 (in Korean).
  5. Park, S. K. (2011), An Analytical Evaluation of Vibration Serviceability for Each Bridge Types with Same Span, Journal of the Korea Institute for Structural Maintenance and Inspection, 15(1), 271-280 (in Korean). https://doi.org/10.11112/jksmi.2011.15.1.271
  6. Seo, J. S., Yoo, S. W., Park, J. G., Kim, S. Y. (2013), Example of Loading Test in Gyeongbu High-Speed Railroad Bridges, Magazine of the Korea Institute for Structural Maintenance and Inspection, 17(1), 74-88 (in Korean). https://doi.org/10.11112/jksmi.2013.17.3.074
  7. Xia, H., Zhang. N. (2005), Dynamic Analysis of Railway bridge under High-Speed Trains, Computers and Structures, 83, 1891-1901. https://doi.org/10.1016/j.compstruc.2005.02.014