Computational Mechanics

, Volume 18, Issue 3, pp 200–214 | Cite as

Finite-element analysis of hyperelastic thin shells with large strains

  • Y. Basar
  • Y. Ding
Originals

Abstract

The objective of this contribution is the development of theoretical and numerical models applicable to large strain analysis of hyperelastic shells confining particular attention to incompressible materials. The theoretical model is developed on the basis of a quadratic displacement approximation in thickness coordinate by neglecting transverse shear strains. In the case of incompressible materials this leads to a three-parametric theory governed solely by mid-surface displacements. The material incompressiblity is expressed by two equivalent equation sets considered at the element level as subsidiary conditions. For the simulation of nonlinear material behaviour the Mooney-Rivlin model is adopted including neo-Hookean materials as a special case. After transformation of nonlinear relations into incremental formulation doubly curved triangular and quadrilateral elements are developed via the displacement method. Finally, examples are given to demonstrate the ability of these models in dealing with large strain as well as finite rotation shell problems.

Keywords

Shear Strain Large Strain Transverse Shear Thin Shell Quadrilateral Element 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

Preview

Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

References

  1. Anand, L. 1986: Moderate deformations in extension-torsion of incompressible isotropic elastic material. J. Mech. Phys. Solids Vol. 34, 293–304Google Scholar
  2. Atluri, S. N. 1983: Alternate stress and conjugate strain measures, and mixed variational formulations involving rigid rotations, for computational analyses of finitely deformed solids, with application to plates and shells-I. Theory. Comp. Struct. 18: 93–116Google Scholar
  3. Atluri, S. N.; Cazzani, A. 1995: Rotations in computational solid mechanics. Archives of Comp. Meth. Enegn 2: 49–138Google Scholar
  4. Basar, Y.; Ding, Y. 1990: Finite-rotation elements for the nonlinear analysis of thin shell structures. Int. J. Solids Structures 26: 83–97Google Scholar
  5. Basar, Y.; Ding, Y. 1994: The Consideration of Transverse Normal Strains in the Finite-Rotation Shell Analysis. 2nd Biennial European Joint Conference on Engineering Systems, Design and Analysis, Queen Mary and Westfield College, University of London, July 4–7, 1994Google Scholar
  6. Başar, Y.; Ding, Y.; Krätzig, W. B. 1992: Finite-Rotation Shell Elements via Mixed Formulation. Computational Mechanics 10: 289–306Google Scholar
  7. Başar, Y.; Krätzig, W. B. 1985. Mechanik der Flächentragwerke. Friedr. Vieweg und Sohn, Braunschweig/Wiesbaden.Google Scholar
  8. Brodland, G. W.; Cohen, H. 1987: Large Strain Axisymmetric Deformation of Cylindrical Shells. J. Appl. Mech. 54: 287–291Google Scholar
  9. Büchter, N.; Ramm, E.; Roehl, D. 1994. Three-Dimensional Extension of Nonlinear Shell Formulation Based on the Enhanced Assumed Strain Concept. Int. J. Num. Meth. Engng 37: 2551–2568Google Scholar
  10. Büchter, N.; Ramm, E. 1992: Shell Theory versus Degeneration — a Comparison in Large Rotation Finite Element Analysis. Int. J. Num. Meth. Engng 34: 39–59Google Scholar
  11. Cowper, G. R.; Lindberg, G. M.; Olson, M. D. 1970: A shallow shell finite element of triangular shape. Int. J. Solids Structures 6: 1133–1156Google Scholar
  12. Gebhardt, H. 1990: Finite Element Konzepte für schubelastische Schalen mit endlichen Drehungen. Schriftreihe Heft 10, Karlsruhe 1990, Institut für Baustatik, Universität Fridericiana Karlsruhe (TH), Herausgaber: U. Vogel, K. SchweizerhofGoogle Scholar
  13. Green, A. E.; Zerna, W. 1968. Theoretical Elasticity, 2nd edn. Clarendon Press, OxfordGoogle Scholar
  14. Gruttmann, F.; Stein, E.; Wriggers, P. 1989: Theory and Numerics of Thin Elastic Shells with Finite Rotations. Ing. Archiv. 59: 54–67Google Scholar
  15. Gruttmann, F.; Taylor, R. L. 1992: Theory and Finite Element Formulation of Rubberlike Membrane Shells Using Principal Stretches. Int. J. Num. Meth. Engng 35: 1111–1126Google Scholar
  16. Harte, R. 1982: Doppelt gekrümmte finite Dreieckelemente für die lineare und geometrisch nichtlineare Berechnung allgemeiner Flächentragwerke. Techn.-Wiss. Mitt. Nr. 82-10, Inst. f. Konstr. Ingb., Ruhr-Universität BochumGoogle Scholar
  17. Libai, A.; Simmonds, J. G. 1981: Large-Strain Constitutive Laws for the Cylindrical Deformation of Shells. Int. J. Non-Linear Mech. 16: 91–103Google Scholar
  18. Lo, K. H.; Christensen, R. M.; Wu, E. M. 1977a: A high-order theory of plate deformation, part 1: homogeneous plates. J. Appl. Mech. 44: 669–676Google Scholar
  19. Lo, K. H.; Christensen, R. M.; Wu, E. M. 1977b: A high-order theory of plate deformation, part 2: laminated plates. J. Appl. Mech. 44: 663–668Google Scholar
  20. Makowski, J.; Stumpf, H. 1989: Finite Axisymmetric Deformation of Shells of Revolution with Application to Flexural Buckling of Circular Plates. Ing.-Arch. 59: 456–472Google Scholar
  21. Reissner, E. 1969: On Finite Symmetrical Deflections of Thin Shells of Revolution. J. Appl. Mech. 36: 267–270Google Scholar
  22. Reissner, E. 1970: On Finite Symmetrical Strain in Thin Shells of Revolution. J. Appl. Mech. 36: 1137Google Scholar
  23. Sansour, C.; Bufler, H. 1992: An Exact Finite Rotation Shell Theory, its Mixed Variational Formulation and its Finite Element Implementation. Int. J. Num. Meth. Engng 34: 73–115Google Scholar
  24. Schieck, B.; Pietraszkiewicz, W.; Stumpf, H. 1992: Theory and Numerical Analysis of Shells Undergoing Large Elastic Strains. Int. J. Solids Structures 29: 689–709Google Scholar
  25. Simo, J. C.; Rifai, M. S.; Fox, D. D. 1990: On a Stress Resultant Geometrically Exact Shell Model. Part IV: Variable Thickness with Through-the-Thickness Stretching. Comp. Meth. Appl. Mech. Engng 81: 91–126Google Scholar
  26. Taber, L. A. 1985: On Approximate Larg Strain Relations for a Shell of Revolution. Int. J. Non-Linear Mech. 20: 27–39Google Scholar
  27. Wagner, W.; Gruttmann, F. 1994: A Simple Finite Rotation Formulation for Composite Shell Elements. Engineering Computations, 11: 145–176Google Scholar
  28. Wriggers, P.; Taylor, R. L. 1990: A Fully Non-Linear Axisymmetrical Membrane Element for Rubber-Like Materials. Eng. Comput. 7: 303–310Google Scholar

Copyright information

© Springer-Verlag 1996

Authors and Affiliations

  • Y. Basar
    • 1
  • Y. Ding
    • 1
  1. 1.Institut für Statik und Dynamik RuhrUniversität BochumGermany

Personalised recommendations