SpringerLink
Log in

Viscoelastic behavior of concrete pile

  • Published:
Journal of Central South University of Technology Aims and scope Submit manuscript

Abstract

Based on constitutive theory of viscoelasticity, the viscoelastic behaviour of concrete pile was investigated. The influence of viscosity coefficient on the stress, displacement and velocity response was discussed. With the increase of viscosity coefficient, the amplitude of stress wave decreases, and the maximum value of the stress wave shifts to deeper position of the pile. In other words, the viscosity coefficient behaves as lag effect to stress wave.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Log in via an institution

Subscribe and save

Springer+ Basic
EUR 32.99 /Month
  • Get 10 units per month
  • Download Article/Chapter or Ebook
  • 1 Unit = 1 Article or 1 Chapter
  • Cancel anytime
Subscribe now

Buy Now

Price includes VAT (Thailand)

Instant access to the full article PDF.

Institutional subscriptions

Similar content being viewed by others

References

  1. CEDERBAUM G, MOND M. Stability properties of a viscoelastic column under a periodic force [J]. Journal of Applied Mechanics, 1992, 59(3): 16–19.

    Article  MATH  Google Scholar 

  2. SUN Qiang. Dynamical stability analysis of pile under the influence of damp [J]. East China Highway, 1996(1): 53–56.

  3. LIU Xue-shan, FENG Zhi-liang, XU Bin. Free vibration analysis for elastic beam on viscoelastic foundation [J]. Shanghai Journal of Mechanics, 1999, 20(4): 470–476.

    Google Scholar 

  4. LI Ting. The analytic solution of stress’s propagation in the viscoelastic pile [J]. Journal of Vibration and Shock, 2000, 19(4): 9–13.

    Google Scholar 

  5. FENG Zhen-yu, WANG Zhong-min, FAN Li-jian. Dynamic stability analysis of viscoelastic pile with point viscoelastic supports [J]. China Journal of Highway and Transport, 2006, 19(1): 67–70.

    Google Scholar 

  6. QUE Ren-bo, WANG Kui-hua. Theory on longitudinal vibration of pile in various dam** soil layer considering three-dimensional wave effect and its applications [J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(2): 381–390. (in Chinese)

    Google Scholar 

  7. DING Ke, CHEN Zhi-li, XIE Zhong-qiu. Study on transient response test of a viscoelastic pile [J]. Journal of Vibration and Shock, 2007, 26(6): 114–117.

    Google Scholar 

Download references

Author information

Authors and Affiliations

  1. College of Civil Engineering and Mechanics, Central South University of Forestry and Technology, Changsha, 410004, China

    Ke Ding  (丁 科) & **ao-di Tang  (唐小弟)

  2. Institute of Rheological Mechanics and Material Engineering, Central South University of Forestry and Technology, Changsha, 410004, China

    Ke Ding  (丁 科) & **ao-di Tang  (唐小弟)

Authors
  1. Ke Ding  (丁 科)
    View author publications

    You can also search for this author in PubMed Google Scholar

  2. **ao-di Tang  (唐小弟)
    View author publications

    You can also search for this author in PubMed Google Scholar

Corresponding author

Correspondence to Ke Ding  (丁 科).

Rights and permissions

Reprints and permissions

About this article

Cite this article

Ding, K., Tang, Xd. Viscoelastic behavior of concrete pile. J. Cent. South Univ. Technol. 15 (Suppl 1), 411–414 (2008). https://doi.org/10.1007/s11771-008-0390-3

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11771-008-0390-3

Key words

Search

Navigation