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Estimation of Compressive Stiffness of Polyurethane Rubber Springs and Its Application

폴리우레탄 고무 스프링의 압축 강성도 추정 및 적용

  • Choi, Eunsoo (Department of Civil Engineering, Hongik University) ;
  • Park, Seungjin (Department of Civil Engineering, Hongik University) ;
  • Woo, Daeseung (Department of Civil Engineering, Hongik University)
  • 최은수 (홍익대학교, 토목공학과) ;
  • 박승진 (홍익대학교, 토목공학과) ;
  • 우대승 (홍익대학교, 토목공학과)
  • Received : 2017.01.11
  • Accepted : 2017.05.16
  • Published : 2017.06.27

Abstract

The purpose of this study is to investigate the behavior and characteristics of rubber springs and calculate the compressive stiffness by performing dynamic compression tests of rubber springs. In order to carry out the dynamic compression test of rubber spring, total 9 rubber springs were tailored by calculating the shape factor of L80-D55, L90-D58, and L100-D60, and used for the experiments. Experiments were performed by controlling the compression according to the length of the rubber spring, and the compression was increased in the order of 5%, 10%, 15%, 20% and 25% of the strain. From the experimental results, the force-strain curves were obtained and it was confirmed that strength decrease and strength increase phenomenon occurred as the strain increased. In addition, it was confirmed that the decrease of stiffness and the increase of stiffness were clearly observed according to the size and diameter of the rubber spring, and the effective compression stiffness was estimated using the slope of the force-strain curve. By using the effective compressive stiffness, design values that can be used in actual design were presented.

이 연구에서는 고무스프링의 동적 압축실험을 수행하여 고무스프링의 거동 및 특성을 규명하고 압축 강성도를 계산하여 실제 설계값에 대해 알아보고자 하였다. 고무스프링의 동적 압축실험을 수행하기 위하여, L80-D55, L90-D58, L100-D60의 고무스프링의 형상계수를 구하여 총 9개의 고무스프링을 주문 제작 하여 실험에 사용하였다. 실험은 고무스프링의 길이에 따라 기압축을 제어하여 수행하였으며, 기압축은 변형률의 5%, 10%, 15%, 20%, 25% 순서로 증가시켰다. 실험결과를 통해 힘-변형률 곡선을 얻을 수 있었고, 변형률의 증가함에 따라 강도감소 현상과 강도증가 현상이 발생함을 확인하였다. 또한 고무스프링의 크기와 지름에 따라 강성저하 및 강성증가 현상이 확연하게 나타남을 확인하였고, 힘-변형률 곡선에서 할선기울기를 이용하여 유효 압축강성도를 추정하였다. 유효압축강성도를 이용하여 실제 설계에 사용할 수 있는 설계값을 제시하였다.

Keywords

References

  1. Oh, S.W., Choi, E., and Jung, H.Y. (2005) The Estimated Stiffness of Rubber Pads for Railway Bridges, Journal of Korea Society of Steel Construction, Vol.17,3):307-316.
  2. Qi, H.J. and Boyce, M.C. (2005) Stress-Strain Behavior of Thermoplastic Polyurethane, Mechanics of Materials 37, pp.817-839. https://doi.org/10.1016/j.mechmat.2004.08.001
  3. Choi, E., Lee, H.U., Kim, S.I., and Kim, L.H. (2006) Variation of Natural Frequency and Dynamic Behavior of Railway Open-Steel-Plate-Girder Bridge with Installing Disk Bearings, Journal of Korea Society of Steel Construction, Vol.18, No.4, pp.437-446.
  4. Oh, S.W., Choi, E., Jung, H.Y., and Kim, H.S. (2006) Static and Dynamic Behavior of Disk Bearings under Railway Vehicle loading, Journal of Korea Society of Steel Construction, Vol.18, No.4, pp.469-480.
  5. Choi, E., Kim, L.H., and Kim, H.S. (2005) Variation of Rail's Axial Compressive Force on Railway Bridges Due to Thermal and Seismic Loads with using EQS bearings, Journal of Korea Society of Railway, Vol.8, No.3, pp.1-10.
  6. Choi, E., Choi, G., Kim, H.T., and Youn, H. (2015). Smart Damper Using the Combination of Magnetic Friction and Pre-compressed Rubber Springs, Journal of Sound and Vibration, Vol.351, pp.68-89. https://doi.org/10.1016/j.jsv.2015.04.028
  7. Jeong, K., Choi, E., Back, S.Y., and Kang, J.W. (2016) Smart Damper Using Sliding Friction of Aramid Brake Lining and Self-centering of Rubber Springs, International Journal of Steel Structures, Vol.16, No.4, pp.1239-1250. https://doi.org/10.1007/s13296-016-0065-0
  8. Choi, E., Youn, H., Park, K., and Jeon, J.S. (2017) Vibration Tests of Precompressed Rubber Springs and a Flag-shaped Smart Damper, Engineering Structures, Vol.132, pp.372-382. https://doi.org/10.1016/j.engstruct.2016.11.050
  9. Dolce, M., Cardone, D., and Marnetto, R. (2000) Implementation and Testing of Passive Control Devices Based on Shape Memory Alloys, Earthquake Engineering and Structural Dynamics, Vol.29, No.7, pp.945-968. https://doi.org/10.1002/1096-9845(200007)29:7<945::AID-EQE958>3.0.CO;2-#
  10. Koblar, D., Skofic, J., and Boltezar, M. (2014) Evaluation of the Young's Modulus of Rubber-Like Materials Bonded to Rigid Surfaces with Respect to Poisson's Ratio, Journal of Mechanical Engineering, Vol.60, No.7-8, pp.508-511.
  11. Sim, H. and Kim, K.J. (1990) A Method to Determine the Complex Modulus and Poisson's Ratio of Viscoelastic Materials for FEM Applications, Journal of Sounds and Vibrations, Vol.141, No.1, pp.71-82. https://doi.org/10.1016/0022-460X(90)90513-Y