Skip to main content
Log in

Large-deformation instability behaviors of 3D beams supported with 3D hinge joints subjected to axial and torsional loadings

  • Original Paper
  • Published:
Acta Mechanica Aims and scope Submit manuscript

Abstract

In this paper, an instability analysis of three-dimensional (3D) beams supported with 3D hinges under axial and torsional loadings is presented in the large displacement and rotation regime. An exact displacement field is proposed based on the central line and orientation of the cross section consisting of nine parameters corresponding to 3D centroid movements and rotations. The Cauchy–Green deformation tensor is derived in the local coordinate system according to the proposed displacement field. The deformation tensor and a normal-shear constitutive model with highly polynomial nonlinearity are developed based on continuum mechanics. A finite element formulation is then established based on the higher-order shape functions to avoid shear and membrane locking issues. The elemental governing equations of equilibrium as well as 3D nodal forces and moments are obtained using the Hamiltonian principle. To solve the final nonlinear equilibrium equations, Newton–Raphson and Riks techniques by an incremental-iterative scheme are implemented. The numerical results are presented to assess instability behaviors of beams with different cross sections and various 3D boundary conditions. The effects of 3D hinge joints on the stability of beams under axial and torsional loadings are studied for the first time. The numerical results reveal instability in bending and lateral-torsional buckling for beams supported by 3D hinge joints. This phenomenon is proved by both the finite strain model and its linearization for small deformations. The numerical results show that the present finite element formulation is robust, reliable as well as simple and easy to model instability of 3D beams in the large displacement regime.

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.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10

Similar content being viewed by others

References

  1. Reissner, E.: On one-dimensional large-displacement finite-strain beam theory. Stud. Appl. Math. 52, 87–95 (1973)

    Article  Google Scholar 

  2. Reissner, E.: On finite deformation of space curved beams. J. Appl. Math. Phys. 32, 734–744 (1981)

    MATH  Google Scholar 

  3. Simo, J.C.: A finite strain beam formulation. The three-dimensional dynamic problem Part I. Comput. Methods Appl. Mech. Engrng. 49, 55–70 (1985)

    Article  Google Scholar 

  4. Bathe, K.J., Bolourchi, S.: Large displacement analysis of three dimensional beam structures. Int. J. Num. Methods Eng. 14, 961–986 (1979)

    Article  Google Scholar 

  5. Irschik, H., Johannes, G.: A continuum mechanics based derivation of Reissner’s large-displacement finite-strain beam theory: the case of plane deformations of originally straight Bernoulli-Euler beams. Acta Mech. 206(1–2), 1–21 (2009)

    Article  Google Scholar 

  6. Zupan, E., Saje, M., Zupan, D.: On a virtual work consistent three-dimensional Reissner-Simo beam formulation using the quaternion algebra. Acta Mech. 224(8), 1709–1729 (2013)

    Article  MathSciNet  Google Scholar 

  7. Kirchhoff, G.: Ueber das Gleichgewicht und die Bewegung eines unendlich dünnen elastischen Stabes. J. Reine Angew. Math. 56, 285–313 (1859)

    MathSciNet  Google Scholar 

  8. Ibrahimbegovic, A.: On the finite element implementation of geometrically non-linear Reissner’s beam theory: 3d curved beam element. Comput. Methods Appl. Mech. Engrng. 122, 11–26 (1995)

    Article  Google Scholar 

  9. Meier, C., Popp, A., Wall, W.A.: An objective 3D large deformation finite element formulation for geometrically exact curved Kirchhoff rods. Comput. Methods Appl. Mech. Engrng. 278, 445–478 (2014)

    Article  MathSciNet  Google Scholar 

  10. Meier, C., Popp, A., Wall, W.A.: A locking-free finite element formulation and reduced models for geometrically exact Kirchhoff rods. Comput. Methods Appl. Mech. Engrng. 290, 314–341 (2015)

    Article  MathSciNet  Google Scholar 

  11. Hodges, D.H.: Lateral-torsional flutter of a deep cantilever loaded by a lateral follower force at the tip. J. Sound Vib. 247(1), 175–183 (2001)

    Article  Google Scholar 

  12. Yu, W., Hodges, D.H., Volovoi, V.V., Fuchs, E.D.: A generalized Vlasov theory for composite beams. Thin-Walled Structures 43(9), 1493–1511 (2005)

    Article  Google Scholar 

  13. Pacoste, C., Eriksson, A.: Beam elements in instability problems. Comput. Methods Appl. Mech. Eng. 144, 163–197 (1997)

    Article  Google Scholar 

  14. Crisfield, M.A.: A consistent co-rotational formulation for non-linear, three-dimensional, beam-elements. Comput. Methods Appl. Mech. Eng. 81, 131–150 (1990)

    Article  Google Scholar 

  15. Hsiao, K.M., Lin, W.Y.: A co-rotational finite element formulation for buckling and postbuckling analyses of spatial beams. Comput. Methods Appl. Mech. Engrng. 188, 567–594 (2000)

    Article  Google Scholar 

  16. Li, Z.X., Vu-Quoc, L.: A mixed co-rotational 3d beam element formulation for arbitrarily large rotations. Adv. Steel Constr. 2, 767–787 (2010)

    Google Scholar 

  17. Gimena, F.N., Gonzaga, P., Gimena, L.: Stiffness and transfer matrices of a non-naturally curved 3D-beam element. Eng. Struct. 30, 1770–1781 (2008)

    Article  Google Scholar 

  18. Damanpack, A.R., Bodaghi, M., Liao, W.H.: A robust hyper-elastic beam model under bi-axial normal-shear loadings. Int. J. Nonlin. Mech. 95, 287–295 (2017)

    Article  Google Scholar 

  19. Atluri, S.N., Iura, M., Vasudevan, S.: A consistent theory of finite stretches and finite rotations in space-curved beams of arbitrary cross-section. Comput. Mech. 27, 271–281 (2001)

    Article  Google Scholar 

  20. Coda, H.B.: A solid-like FEM for geometrically non-linear 3D frames. Comput. Methods Appl. Mech. Eng. 198, 3712–3722 (2009)

    Article  MathSciNet  Google Scholar 

  21. Manta, D., Goncalves, R.: A geometrically exact Kirchhoff beam model including torsion warping. Comput. Struct. 177, 192–203 (2016)

    Article  Google Scholar 

  22. Vo, D., Nanakorn, P.: A total Lagrangian Timoshenko beam formulation for geometrically nonlinear isogeometric analysis of planar curved beams. Acta Mech. 366, 1–21 (2020)

    MathSciNet  MATH  Google Scholar 

  23. Liu, N., Yu, W., Hodges, D.H.: Mechanics of structure genome-based global buckling analysis of stiffened composite panels. Acta Mech. 230(11), 4109–4124 (2019)

    Article  MathSciNet  Google Scholar 

  24. Cardona, A., Huespe, A.: Evaluation of simple bifurcation points and post-critical path in large finite rotation problems. Comput. Methods Appl. Mech. Engrng. 175, 137–156 (1999)

    Article  Google Scholar 

  25. Levyakov, S.V.: Formulation of a geometrically nonlinear 3D beam finite element based on kinematic- group approach. Appl. Math. Model. 39, 6207–6222 (2015)

    Article  MathSciNet  Google Scholar 

  26. Liao, M., Chen, F., Chen, Z., Yang, Y.B.: A weak-form quadrature element formulation for 3D beam elements used in nonlinear and postbuckling analysis of space frames. Eng. Struct. 145, 34–43 (2017)

    Article  Google Scholar 

  27. Cottanceau, E., Thomasa, O., Veron, P., Alochet, M., Deligny, R.: A finite element/quaternion/asymptotic numerical method for the 3D simulation of flexible cables. Finite Elem. Anal. Des. 139, 14–34 (2018)

    Article  MathSciNet  Google Scholar 

  28. Gonçalves, R.: An assessment of the lateral-torsional buckling and post-buckling behaviour of steel I-section beams using a geometrically exact beam finite element. Thin. Wall. Struct. 143, 106–222 (2019)

    Article  Google Scholar 

  29. Weeger, O., Narayanan, B., Dunn, M.L.: Isogeometric shape optimization of nonlinear, curved 3D beams and beam structures. Comput. Methods Appl. Mech. Engrng. 345, 26–51 (2019)

    Article  MathSciNet  Google Scholar 

  30. Zienkiewicz, O.C., Taylor, R.L.: The finite element method. McGraw Hill, London (1994)

    Google Scholar 

  31. Reddy, J.N.: An introduction to nonlinear finite element analysis. Oxford University Press, New York (2004)

    Book  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to A. R. Damanpack.

Additional information

Publisher's Note

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Damanpack, A.R., Bodaghi, M. Large-deformation instability behaviors of 3D beams supported with 3D hinge joints subjected to axial and torsional loadings. Acta Mech 232, 2973–2989 (2021). https://doi.org/10.1007/s00707-021-02977-8

Download citation

  • Received:

  • Revised:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s00707-021-02977-8

Navigation