Skip to main content
Log in

Post-Buckling Behavior of a Double-Hinged Rod under Self-Weight

  • Published:
Acta Mechanica Solida Sinica Aims and scope Submit manuscript

Abstract

Post-buckling phenomena of slender rods have attracted great attention for both theoretical and engineering aspects. In this study, we explored the post-buckling behavior of a slender rod with two hinged ends under its self-weight. We first established the potential energy functional of the system, and then derived the governing differential equations according to the principle of least potential energy. We further addressed the physical meaning of the Lagrange multiplier by analyzing the force equilibrium. A computer code of shooting method was developed by using the commercial software MathCAD, which has proved efficient in computing the post-buckling configurations of the rod. We finally discussed the buckling of an oil sucker rod adopting our numerical results, which will be beneficial to the engineering design.

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

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Institutional subscriptions

Similar content being viewed by others

References

  1. Love, A.E.H., A Treatise on the Mathematical Theory of Elasticity (4th ed.). Dover Publications, New York, 1944.

    MATH  Google Scholar 

  2. Bishopp, K.E. and Drucker, D.C., Large deflections of cantilever beams. Quarterly Journal of Mechanics and Applied Mathematics, 1945, 3: 272–275.

    MathSciNet  MATH  Google Scholar 

  3. Liu, J.L. and Feng, X.Q., Capillary adhesion of microbeams: finite deformation analyses. Chinese Physics Letters, 2007, 24: 2349–2352.

    Article  Google Scholar 

  4. Glassmaker, N.J. and Hui, C.Y., Elastica solution for a nanotube formed by self-adhesion of a folded thin film. Journal of Applied Physics, 2004, 96: 3429–3444.

    Article  Google Scholar 

  5. Wang, C.Y., A critical review of the heavy elastica. International Journal of Mechanical Sciences, 1986, 28: 549–559.

    Article  Google Scholar 

  6. Gurfinkerl, G., Buckling of elastically restrained columns. ASCE Journal of the Structure Division, 1965, 91: 159–183.

    Google Scholar 

  7. Haftka, R. and Nachbar, W., Post-buckling analysis of an elastically-restrained column. International Journal of Solids and Structures, 1970, 6: 1433–1449.

    Article  Google Scholar 

  8. Wang, C.Y., Post-buckling of a clamped-simply supported elastica. International Journal of Non-Linear Mechanics, 1997, 32: 115–1122.

    MATH  Google Scholar 

  9. Huang, T. and Dareing, D.W., Buckling and lateral vibration of drill pipe. Journal of Engineering for Industry, 1968, 90: 613–619.

    Article  Google Scholar 

  10. Huang, T. and Dareing, D.W., Buckling and frequencies of long vertical pipes. Journal of the Engineering Mechanics Division, 1969, 95: 167–182.

    Google Scholar 

  11. Wang, C.M. and Ang, K.K., Buckling capacities of braced heavy columns under an axial load. Computers and Structures, 1988, 28: 563–571.

    Article  Google Scholar 

  12. Vaz, M.A. and Silva, D.F.C., Post-buckling analysis of slender elastic rods subjected to terminal force. International Journal of Non-Linear Mechanics, 2002, 34: 483–492.

    MATH  Google Scholar 

  13. Tan, Z. and Witz, J.A., On the delfected configuration of a slender elastic rod subject to parallel terminal forces and moments. Proceedings of the Royal Society A: Mathematical, Physical & Engineering Sciences, 1995, 449: 337–349.

    Article  Google Scholar 

  14. Lee, B.K. and Oh, S.J., Elastica and buckling load of simple tapered columns with constant volume. International Journal of Non-Linear Mechanics, 2000, 37: 2507–2518.

    MATH  Google Scholar 

  15. Greenhill, M.A., Determination of the greatest height consistent with stability that a vertical pole or mast can be made, and of the greatest height to which a tree of given proportions can grow. Proceedings of the Cambridge Philosophical Society, 1881, 4: 65–73.

    MATH  Google Scholar 

  16. Lubinski, A., A study of the buckling of rotary drilling stings. API Drilling and Production Practice, 1950: 178–214.

  17. Frisch-Fay, R., The analysis of a vertical and a horizontal cantilever under a uniformly distributed load. Journal of the Franklin Institute, 1961, 271: 192–199.

    Article  MathSciNet  Google Scholar 

  18. Vaz, M.A. and Patel, M.H., Initial post-buckling of submerged slender vertical structures subjected to distributed axial tension. Applied Ocean Research, 1998, 20: 325–335.

    Article  Google Scholar 

  19. Wang, C.Y. and Waston, L.T., Overhang of a heavy elastic sheet. Journal of Applied Mathematics and Physics, 1982, 33: 17–23.

    Article  Google Scholar 

  20. Vaz, M.A. and Patel, M. H., Analysis of drill strings in vertical and deviated holes using the Galerkin technique. Engineering Structures, 1995, 17: 437–442.

    Article  Google Scholar 

  21. Patel, M.H. and Vaz, M.A., On the mechanics of submerged vertical slender structures subjected to varying axial tension. Proceedings of the Royal Society A: Mathematical, Physical & Engineering Sciences, 1996, 354: 609–648.

    MATH  Google Scholar 

  22. Kokkinis, T. and Bernitsas, M.M., Post-buckling analysis of heavy columns with application to marine risers. SNAME Journal of ship Research, 1985, 29: 162–169.

    Google Scholar 

  23. Duan, W.H. and Wang, C.M., Exact solution for buckling of columns including self-weight. Journal of Engineering Mechanics, 2008, 134: 16–119.

    Article  Google Scholar 

  24. Wang, C.Y., Vibration of a standing heavy column with intermediate support. Journal of Vibration and Acoustics, 2010, 132: 044502.

    Article  Google Scholar 

  25. Vaz, M.A. and Mascaro, G.H.W., Post-buckling analysis of slender elastic vertical rods subjected to terminal forces and self-weight. International Journal of Non-linear Mechanics, 2005, 40: 1049–1056.

    Article  Google Scholar 

  26. Mahadevan, L. and Keller, J.B., Periodic folding of thin sheets. SIAM Journal on Applied Mathematics, 1999, 41: 115–131.

    MathSciNet  MATH  Google Scholar 

  27. Lloyd, D.W., Shanahan, W.J., and Konopasek, M., The folding of heavy fabric sheets. International Journal of Mechanical Sciences, 1978, 20: 521–527.

    Article  Google Scholar 

  28. MathCad, Mathcad 2000 Professional for PC. Mashsoft Inc., 2000.

  29. Ghatak, A. and Das, A.L., Kink instability of a highly deformable elastic cylinder. Physical Review Letters, 2007, 99: 076101.

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Jianlin Liu.

Additional information

Project supported by the National Natural Science Foundation of China (Nos. 10802099 and 51078254), Doctoral Fund of Ministry of Education of China (No. 200804251520), the Fundamental Research Funds for the Central Universities (No. 14CX02044A) and Natural Science Foundation of Shandong Province (No. ZR2009AQ006).

Rights and permissions

Reprints and permissions

About this article

Cite this article

Liu, J., Mei, Y. & Dong, X. Post-Buckling Behavior of a Double-Hinged Rod under Self-Weight. Acta Mech. Solida Sin. 26, 197–204 (2013). https://doi.org/10.1016/S0894-9166(13)60019-1

Download citation

  • Received:

  • Revised:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1016/S0894-9166(13)60019-1

Key words

Navigation