DOI QR코드

DOI QR Code

Cyclic compressive behavior of polyurethane rubber springs for smart dampers

  • Choi, Eunsoo (Department of Civil Engineering, Hongik University) ;
  • Jeon, Jong-Su (Department of Civil Engineering, Andong National University) ;
  • Seo, Junwon (Department of Civil and Environmental Engineering, South Dakota State University)
  • Received : 2017.07.05
  • Accepted : 2017.09.19
  • Published : 2017.12.25

Abstract

The main goal of this study is to investigate the hysteretic behavior of polyurethane rubber springs in compression with and without precompression. The precompression is introduced to provide rigid force in the behavior, and thereby a precompressed rubber spring can be used for a restoring element. For the goal, this study prepares nine rubber springs for three suites which are all cylindrical in shape with a hole at the center. The rubber springs in each suite have different dimensions of diameter and length but have similar shape factors; thus, they are designed to have a similar compressive stiffness. Three rubber springs from the nine are tested with increasing compressive strain up to 30% strain to investigate the behavior of the rubber springs without precompression as well as the effect of the loading strain. The nine springs are compressed up to 30% strain with increasing precompressive strain from 0 to 20% at increments of 5%. The study analyzes the effective stiffness and damping ratio of the rubber springs with and without precompression, and the rigid force of the precompressed rubber springs is discussed. Finally, this study suggests a regression method to determine the minimum required precompression to eliminate residual strain after unloading.

Keywords

Acknowledgement

Supported by : Korea Institute of Energy Technology Evaluation and Planning (KETEP)

References

  1. Alipour, A., kadkhodaei, M. and Safaei, M. (2017), "Design, analysis, and manufacture of a tension-compression self-centering damper based on energy dissipation of pre-stretched superelastic shape memory alloy wires", J. Intel. Mat. Syst. Str., 28(15), 2129-2139. https://doi.org/10.1177/1045389X16682839
  2. Attanasi, G. and Auricchio, F. (2011), "Innovative superelastic isolation device", J. Earthq. Eng., 15(1), 72-89. https://doi.org/10.1080/13632469.2011.562406
  3. Bhuiyan, A.R. and Alam, M.S. (2013), "Seismic performance assessment of highway bridges equipped with superelastic shape memory alloy-based laminated rubber isolation bearing", Eng. Struct., 49, 396-407. https://doi.org/10.1016/j.engstruct.2012.11.022
  4. Choi, E., Lee, H.P., 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", J. Korean Soc. Steel Struct.,18(4), 437-446.
  5. Choi, E., Youn, H., Park, K. and Jeon, J.S. (2017), "Vibration tests of precompressed rubber springs and a flag-shaped smart damper", Eng. Struct., 132, 372-382. https://doi.org/10.1016/j.engstruct.2016.11.050
  6. Desfuli, H.F. and Alam, M.S. (2013), "Multi-criteria optimization and seismic performance assessment of carbon FRP-based elastomeric isolator", Eng. Struct., 49, 525-540. https://doi.org/10.1016/j.engstruct.2012.10.028
  7. Dhar, S., Das, S. and Saha, P. (2015), "State of art review of shape memory alloy used in civil structures as seismic control device", Int. J. Res. Technol., 4(13), 195-203.
  8. Dolce, M., Cardone, D. and Marnetto, R. (2000), "Implementation and testing of passive control devices based on shape memory alloys", Earthq. Eng. Struct. D., 29, 945-968. https://doi.org/10.1002/1096-9845(200007)29:7<945::AID-EQE958>3.0.CO;2-#
  9. Dolce, M., Cardone, D., Ponzo, F.C. and Valente, C. (2005), "Shaking table tests on reinforced concrete frames without and with passive control systems", Earthq. Eng. Struct. D., 34, 1687-1717. https://doi.org/10.1002/eqe.501
  10. Fang, C., Yam, M., Lam, A. and Zhang, Y. (2015), "Feasibility study of shape memory alloy ring spring systems for self-centering seismic resisting devices", Smart Mater. Struct., 24, 075024. https://doi.org/10.1088/0964-1726/24/7/075024
  11. Gao, N., Jeon, J.S., Hodgson, D. and DesRoches, R. (2016), "An innovative seismic bracing system based on a superelastic shape memory alloy ring", Smart Mater. Struct., 25, 055030. https://doi.org/10.1088/0964-1726/25/5/055030
  12. Hwang, J.S., Wu, J.D., Pan, T.C. and Yang, A. (2002), "A mathematical hystertic model for elatomeric isolation bearings", Earthq. Eng. Struct. D., 31, 771-789. https://doi.org/10.1002/eqe.120
  13. Jeong, K., Choi, E., Back, Y.S. and Kang, J.W. (2016), "Smart damper using sliding friction of Aramid brake lining and self-centering of rubber springs", Int. J. Steel Struct., 16(4), 1239-1250. https://doi.org/10.1007/s13296-016-0065-0
  14. Kan, Q., Yu, C., Kang, G., Li, J. and Yan, W. (2016), "Experimental observation on rate-dependent cyclic deformation of super-elastic NiTi shape memory alloy", Mech. Mater., 97, 48-58. https://doi.org/10.1016/j.mechmat.2016.02.011
  15. Kikuchi, M. and Aiken, I.D. (1997), "An analytical hysteresis model for elastomeric seismic isolation bearings", Earthq. Eng. Struct. D., 26, 215-231. https://doi.org/10.1002/(SICI)1096-9845(199702)26:2<215::AID-EQE640>3.0.CO;2-9
  16. Kim, C.W., Kawatani, M. and Hwang, W.S. (2004), "Reduction of traffic-induced vibration of two-girder steel bridge seated on elastomeric bearings", Eng. Struct., 26, 2185-2195. https://doi.org/10.1016/j.engstruct.2004.08.002
  17. 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", J. Mech. Eng., 60(7-8); 508-511.
  18. Oh, S.W., Choi, E. and Jung, H.Y. (2005), "The estimated stiffness of rubber pads for railway bridges", J. Korean Soc. Steel Struct., 17(3), 370-316.
  19. Oh, S.W., Choi, E., Young, J.H. and Kim, H.S. (2006), "Static and dynamic behavior of disk bearings under railway vehicle loading", J. Korean Soc. Steel Struct., 18(4), 469-480.
  20. Ozbulut, O.E. and Hurlebasu, S. (2011), "Recentering variable friction device for vibration control of structure subjected to near-field earthquakes", Mech. Syst. Signal Pr., 25, 2849-2862. https://doi.org/10.1016/j.ymssp.2011.04.017
  21. Pauletta, M., Cortesia, A. and Russo, G. (2015), "Roll-out instability of small size fiber-reinforced elastomeric isolators in unbonded applications", Eng. Struct., 102, 358-368. https://doi.org/10.1016/j.engstruct.2015.08.019
  22. Qi, H.J. and Boyce, M.C. (2005), "Stress-strain behavior of thermoplastic polyurethane", Mech. Mater. , 37, 817-839. https://doi.org/10.1016/j.mechmat.2004.08.001
  23. Qiu, C. and Zhu, S. (2017), "Shake table test and numerical study of self-centering steel frame with SMA braces", Earthq. Eng. Struct. D., 46, 117-137. https://doi.org/10.1002/eqe.2777
  24. Reedlunn, B., Daly, S. and Shaw, J. (2013), "Superelastic shape memory alloy cables: Part I - Isothermal tension experiments", Int. J. Solids Struct., 50, 3009-3026. https://doi.org/10.1016/j.ijsolstr.2013.03.013
  25. Soul, H. and Yanwy, A. (2015), "Self-centering and damping capabilities of a tension-compression device equipped with superelastic NiTi wires", Smart Mater. Struct., 24, 075005. https://doi.org/10.1088/0964-1726/24/7/075005
  26. Strauss, A., Apostolidi, E., Zimmermann, T., Gerhaher, U. and Dritsos, S. (2014), "Experimental investigation of fiber and steel reinforced elastomeric bearings: Shear modulus and damping coefficient", Eng.Struct., 75, 402-413. https://doi.org/10.1016/j.engstruct.2014.06.008

Cited by

  1. Experimental Study on the Behavior of Polyurethane Springs for Compression Members vol.11, pp.21, 2021, https://doi.org/10.3390/app112110223