Formulation and Computational Aspects of a Stress Resultant Geometrically Exact Shell Model

  • Chapter
Computational Mechanics of Nonlinear Response of Shells

Part of the book series: Springer Series in Computational Mechanics ((SSCMECH))

Abstract

This paper considers the formulation and numerical implementation of a geometrically exact resultant based shell model for the analysis of large deformations of thin and moderately thick shells. The model is essentially a single extensible director Cosserat surface. Variable thickness and thickness stretch effects are properly modeled via the extensibility condition on the director field. A simple linear elastic constitutive model is given which possesses the correct asymptotic limits as the thickness tends to zero and recovers the plane stress constitutive relations in the thin shell limit. On the computational side, a configuration update procedure for the director field is presented which is singularity free and exact regardless of the magnitude of the director (rotation and thickness stretch) increment. The performance of the shell model is assessed through an extensive set of numerical examples.

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

Access this chapter

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

eBook
EUR 9.99
Price includes VAT (Germany)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
EUR 106.99
Price includes VAT (Germany)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free ship** worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

Preview

Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

Similar content being viewed by others

References

  1. Ahmad, S., B.M. Irons, and O.C. Zienkiewicz, [ 1970 ], “Analysis of thick and thin shell structures by curved finite elements,” Int. J. Num. Meth. Engng., 2, pp. 419–451.

    Article  Google Scholar 

  2. Antman, S.S., [ 1976a ], “Ordinary differential equations of nonlinear elasticity I: Foundations of the theories of non-linearly elastic rods and shell,” Arch. Rat. Mech. Anal. 61, Vol.4, p.307–351.

    MathSciNet  MATH  Google Scholar 

  3. Antman, S.S., [ 1976b ], “Ordinary differential equations of nonlinear elasticity II: Existency and regularity theory for conservative boundary value problems,” Arch. Rat. Mech. Anal. 61, Vol.2, p.353–393.

    MathSciNet  MATH  Google Scholar 

  4. Argyris, J.H., H. Balmer, J.St. Doltsinis, P.C. Dunne, M. Haase, M. Hasse, M. Kleiber, G.A. Malejannakis, J.P. Mlejenek, M. Muller, and D.W. Scharpf, [ 1979 ], “Finite Element Method — The Natural Approach”, Comput. Meths. Appl. Mech. Engng., 17/18,1 106.

    Google Scholar 

  5. Bathe, K.J., and E.N. Dvorkin, [ 1984 ], “A continuum mechanics based fournode shell element for general non-linear analysis,” Int. J. Computer-Aided Engng. Software, Vol. 1.

    Google Scholar 

  6. Belytschko, T., H. Stolarski, W.K. Liu, N. Carpenter, & J. S-J. Ong, [ 1985 ], “Stress Projection for Membrane and Shear Locking in Shell Finite elements,” Comp. Meth. Appl. Mech. Engng., Vol 51, pp 221–258.

    Article  MathSciNet  MATH  Google Scholar 

  7. Bergan, P.G., Horrigmoe, G., Krakeland, B., and Soreide, T.H., [ 1978 ], “Solution techniques for nonlinear Finite Element problems,” Int. J. Num. Meth. Engng., 12, pp. 1677–1696.

    Article  MATH  Google Scholar 

  8. Bushnell, D., [ 1985 ], Computerized Buckling Analysis of Shells, Mechanics of Elastic Stability, Vol. 9, Martinus Nijoff Publishers, Boston.

    Google Scholar 

  9. Ericksen, J.L., and Truesdell, C., [ 1958 ], “Exact theory of stress and strain in rods and shells,” Arch. Rat. Mech. Anal., Vol. 1, No. 4, pp. 295–323.

    MathSciNet  MATH  Google Scholar 

  10. Hoff, N.J., and T.C. Soong [ 1965 ], “Buckling of Circular Cylindrical Shells in Axial Compression,” Int. Journ. Mech. Sci., 7, pp. 489–520.

    Article  Google Scholar 

  11. Horrigmoe, G., [ 1977 ], “Finite Element Instability Analysis of Free-Form Shells,” Report 77–2, Division of Structural Mechanics, Norwegian Institute of Technology, University of Trondheim, Norway.

    Google Scholar 

  12. Hughes, T.J.R., and W.K. Liu, [ 1981a ], “Nonlinear finite element analysis of shells: Part I-Three-dimensional shells,” Comp. Meth. Appl. Mech. Engng., 26, 331–362.

    Article  MATH  Google Scholar 

  13. Hughes, T.J.R., and W.K. Liu, [ 1981b ], “Nonlinear finite element analysis of shells: Part II -Two-dimensional shells,” Comp. Meth. Appl. Mech. Engng., 27, 167–182.

    Article  MATH  Google Scholar 

  14. Keller, H.B., [ 1977 ], “Numerical Solution of Bifurcation and Nonlinear eigenvalue problems,” Applications of Bifurcation Theory, P. Rabinowitz, ed., Academic Press, New York, pp. 359–384.

    Google Scholar 

  15. Naghdi, P.M., [ 1972 ], “The theory of shells,” in Handbuch der Physik, Vol Via/2, Mechanics of Solids I I, C. Truesdell Ed., Springer-Verlag, Berlin.

    Google Scholar 

  16. Parks, K.C., and G.M. Stanley, [ 1986 ], “A curved C° shell element based on assumed natural-coordinate strains,” J. Appl. Mech., Vol. 53, No. 2, pp. 278–290.

    Article  Google Scholar 

  17. Reissner, E., [ 1964 ], “On the Form of Variationally Derived Shell Equations,” J. Appl. Mech., Vol. 31, pp. 233–238.

    Article  MathSciNet  MATH  Google Scholar 

  18. Reissner, E., [ 1974 ], “Linear and Nonlinear Theories of Shells, in Sechler Anniversary Volume, pp. 29–44, Prentice Hall, New York.

    Google Scholar 

  19. Rheinboldt, W.C., [ 1974 ], “Methods for Solving Systems of Nonlinear Equations,” CBMS Regional Conference Series in Applied Mathematics, 14, Society for Industrial and Applied Mathematics, Philadelphia.

    Google Scholar 

  20. Rheinboldt, W.C., [ 1986 ], Numerical Analysis of Parametrized Nonlinear Equations, Wiley Interscience, NewYork.

    MATH  Google Scholar 

  21. Schweizerhof, K.H., and P. Wriggers, [ 1986 ], “Consistent Linearization of Path Following Methods in Nonlinear FE Analysis,” Comp. Meth. Appl. Mech. Engng., 59, 261–279

    Article  MATH  Google Scholar 

  22. Simo, J.C. and D.D. Fox, [ 1989 ], “On a Stress Resultant Geometrically Exact Shell Model. Part I: Formulation and Optimal Parametrization,” Comp. Meth. Appl. Mech. Engng, 72, 267–304.

    Article  MathSciNet  MATH  Google Scholar 

  23. Simo, J.C., D.D. Fox and M.S. Rifai, [ 1989 ], “On a Stress Resultant Geometrically Exact Shell Model. Part II: The Linear Theory; Computational Aspects,” Comp. Meth. Appl. Mech. Engng, to appear.

    Google Scholar 

  24. Simo, J.C., D.D. Fox and M.S. Rifai, [ 1989 ], “On a Stress Resultant Geometrically Exact Shell Model. Part III: Computational Aspects of the Nonlinear Theory,” Comp. Meth. Appl. Mech. Engng, to appear.

    Google Scholar 

  25. Simo, J.C. and J.G. Kennedy, [ 1989 ], “On a Stress Resultant Geometrically Exact Shell Model. Part IV: Nonlinear Plasticity. Formulation and Integration Algorithms,” Comp. Meth. Appl. Mech. Engng, to appear.

    Google Scholar 

  26. Simo, J.C., M.S. Rifai and D.D. Fox, [ 1989 ], “On a Stress Resultant Geometrically Exact Shell Model. Part V: Variable Thickness Shells with Throughthe-Thickness Stretching,” Comp. Meth. Appl. Mech. Engng, to appear.

    Google Scholar 

  27. Simo, J.C. and L.V. Quoc, [ 1986 ], “A 3-Dimensional Finite Strain Rod Model. Part II: Geometric and Computational Aspects,” Comp. Meth. Appl. Mech. Engng., 58, 79–116.

    Article  MATH  Google Scholar 

  28. Simo, J.C., and L. Vu-Quoc, [ 1987a ], “A beam model including shear and torsional war** distorsions based on an exact geometric description of nonlinear deformations,” Int. J. Solids Structures, Submitted for publication.

    Google Scholar 

  29. Simo, J.C. and L. Vu-Quoc, [ 1987b ], “On the dynamics in Space of rods undergoing large motions -A geometrically exact approach,” Comp. Meth. Appl. Mech. Engng., To appear.

    Google Scholar 

  30. Simo, J.C., P. Wriggers, K.H. Schweizerhoff and R.L. Taylor, [ 1986 ], “Post-buckling Analysis Involving Inelasticity and Unilateral Constraints,” Int. J. Num. Meth. Engng, 23, 779–800.

    Article  MATH  Google Scholar 

  31. Taylor, R.L., [ 1987 ], “Finite Element Analysis of Linear Shell Problems,” Proceedings of the Mathematics of Finite Elements and Applications, (MAFELAP 1987 ), S.R. Whitheman Editor.

    Google Scholar 

  32. Timoshenko S.P., and J.M. Gere, [ 1961 ], Theory of Elastic Stability, Mc-Graw Hill, New York.

    Google Scholar 

  33. Wriggers, P., and J.C. Simo, [ 1989 ]. “A General Purpose Algorithm for Extended Systems in Continuation Methods,” Preprint.

    Google Scholar 

  34. Wriggers, P., P. Wagner, and C. Miehe. [ 1988 ], “A Quadratic Convergent Procedure for the Calculation of Stability Points in Finite Element Analysis,” Comp. Meth. Appl. Mech. Engng, to appear.

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 1990 Springer-Verlag Berlin Heidelberg

About this chapter

Cite this chapter

Simo, J.C., Fox, D.D., Rifai, M.S. (1990). Formulation and Computational Aspects of a Stress Resultant Geometrically Exact Shell Model. In: Krätzig, W.B., Oñate, E. (eds) Computational Mechanics of Nonlinear Response of Shells. Springer Series in Computational Mechanics. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-84045-6_2

Download citation

  • DOI: https://doi.org/10.1007/978-3-642-84045-6_2

  • Publisher Name: Springer, Berlin, Heidelberg

  • Print ISBN: 978-3-642-84047-0

  • Online ISBN: 978-3-642-84045-6

  • eBook Packages: Springer Book Archive

Publish with us

Policies and ethics

Navigation