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Study on dynamic and mechanical characteristics of carbon fiber- and polyamide fiber-reinforced seismic isolators

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Abstract

Seismic isolators are used to decrease the energy and forces of earthquakes. The weight of conventional steel-reinforced elastomeric isolators (SREIs) is high, mostly due to the use of multiple steel shim plates. On the contrary, the damping ratio of SREIs is relatively low. Accordingly, this research utilizes a new approach in which the steel shim plates are replaced by carbon and polyamide fibers. This study attempts to obtain the dynamic and mechanical properties of such carbon fiber- and polyamide fiber-reinforced elastomeric isolators, in comparison with SREIs. In this work, a number of specimens were initially designed and manufactured. Afterwards, compression and cyclic shear tests were performed on them. In the shear tests, due to the limitations of the testing machine, a constant vertical load was not applied. All three types of isolator specimen were cylindrical, with identical diameter and height. The steel-, carbon fiber-, and polyamide fiber-reinforced elastomeric isolator specimens had 16, 23, and 23 reinforcement layers, respectively. To decrease the effect of manufacturing errors on the dynamic and mechanical characteristics of the specimens, 6 samples of each isolator type were manufactured, i.e., a total of 18 samples. The outcome of the experiments revealed that the use of flexible reinforcement resulted in a damping increase of up to 20 and 30 % for the carbon fiber- and polyamide fiber-reinforced elastomeric isolators, respectively. Furthermore, the carbon fiber design provides more reasonable performance for the isolators compared with the use of polyamide fiber.

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References

  1. Ashkezari G-D, Aghakouchak A-A, Kokabi M (2008) Design, manufacturing and evaluation of the performance of steel like fiber reinforced elastomeric seismic isolators. J Mater Process Technol 197:140–150

    Article  Google Scholar 

  2. AASHTO ASD (1998) Standard (allowable stress design) specifications for highway bridges, section 14. American Association of State Transportation Officials, Division I, Washington, DC

  3. Dee T, Walkup M, Naughton D (2011) Using resorcinol and resorcinol-formaldehyde resins to promote bonding of rubber to metal and textile reinforcement, Rubber World Magazine

  4. Durairaj R-B (2005) Resorcinol chemistry technology and applications. Berlin, Springer

  5. International Conference of Buildings Officials (ICBO) (1997) Earthquake regulations for seismic-isolated structures (appendix chapter 16). Uniform Building Code, Whittier, CA

  6. Kang B-S, Kang G-J, Moon B-Y (2003) Hole and lead plug effect on fiber reinforced elastomeric isolator for seismic isolation. J Mater Process Technol 140:592–597

    Article  Google Scholar 

  7. Kelly JM (1999) Analysis of fiber-reinforced elastomeric isolators. J Seismol Earthq Eng 2(1):19–34

    Google Scholar 

  8. Khanlari S, Ashkezari G-D, Kokabi M, Kashani M-R (2009) Fiber-reinforced nanocomposite seismic isolators: design and manufacturing. Polym Compos 31:299–306

    Google Scholar 

  9. Moon B-Y, Kang G-J, Kang B-S, Kelly JM (2002) Design and manufacturing of fiber reinforced elastomeric isolator for seismic isolation. J Mater Process Technol 130(131):145–150

    Article  Google Scholar 

  10. Moon B-Y, Kang G-J, Kang B-S, Kim H-S (2003) Mechanical property analysis and design of shock absorber system using fiber bearing by experimental method. JSME 46(1):289–296

    Google Scholar 

  11. Naeim F, Kelly JM (1999) Design of seismic isolated structures from theory to practice. Wiley, New York

    Book  Google Scholar 

  12. Toopchi-Nezhad H, Tait M-J, Drysdale R-G (2008) Testing and modeling of square carbon fiber-reinforced elastomeric seismic isolators. Struct Control Health Monit 15:876–900

    Article  Google Scholar 

Download references

Acknowledgments

This research was partially supported by the Civil Engineering Department of Sharif University of Technology and Shayan Polymer Engineering Company.

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Correspondence to Ali Bakhshi.

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Bakhshi, A., Jafari, M.H. & Valadoust Tabrizi, V. Study on dynamic and mechanical characteristics of carbon fiber- and polyamide fiber-reinforced seismic isolators. Mater Struct 47, 447–457 (2014). https://doi.org/10.1617/s11527-013-0071-z

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  • DOI: https://doi.org/10.1617/s11527-013-0071-z

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