Skip to main content

Remarks on Selection of Stresses to Suppress Zero Energy Deformation Modes in Hybrid Element Formulations

  • Chapter
The finite element method in the 1990’s
  • 640 Accesses

Abstract

Mathematical basis for the existence and stability of numerical solutions of multifield finite element methods has been studied by many authors [1 – 4]. For problems in elasticity it is well recognized that such stability problem is associated with the zero energy deformation modes. For example, for the formulation of hybrid elements a procedure has been proposed for the selection of assumed stresses to suppress such modes [5]. Examples in Reference [5] are plane stress, 3-D solid and axisymmetric solid elements. Reference [4] applies the same approach and includes an example of plate bending element with transverse shear effect. These examples are all concerning problems that involve homogeneous solids and also require only C 0 continuity conditions for the assumed displacements. The present paper is to extend this appoach to two problems of different nature. The first one is the Kirchhoff plate bending problem for which the displacements are required to be C 1 continuous. The second one is an element which contains two layers of different materials with assumed stresses that satisfy the interface equilibrium conditions.

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

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 84.99
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 109.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping 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.

References

  1. Babuska, I. — The Finite Element Methods with Lagrange Multipliers, Numer. Math., 20, 179–192(1973)

    Article  MathSciNet  MATH  Google Scholar 

  2. Brezzi, F. — On the Existence, Uniqueness, and Approximation of Saddle-point Problems Arising from Lagrange Multipliers, R.A.I.R.C., Ser. Rouge 8, 129–151 (1974)

    MathSciNet  MATH  Google Scholar 

  3. Xue, W-M., Karlovitz, L.A. and Atluri, S.N. — On the Existence and Stability Conditions for Mixed-Hybrid Finite Element Solutions Based on Reissner’s Variational Principle, Int.J. Solids and Structures, 21, 97–116 (1985)

    Article  MathSciNet  MATH  Google Scholar 

  4. Wu, C-C. — Dual Zero Energy Modes in Mixed/Hybrid Elements —Definition, Analysis and Control, Comp. Meth. Appl. Mech. Eng., 81, 39–56 (1990)

    Article  MATH  Google Scholar 

  5. Pian, T. H. H. and Chen, D. — On the Suppression of Zero Energy Deformation Modes, Int. J. Num. Meth. Eng., 19, 1741–1752 (1983)

    Article  MATH  Google Scholar 

  6. Tong, P. and Pian, T. H. H. — A Variational Principle and the Convergence of a Finite Element Method Based on Assumed Stress Distribution, Int. J. Solids and Structures, 5, 463–472 (1969)

    Article  MATH  Google Scholar 

  7. Irons, B.M. and Draper, K.J. — Inadequacy of Nodal Connections in a Stiffness Solution for Plate Bending, AIAA J., 3, 961 (1965)

    Google Scholar 

  8. Adini, A. and Clough, R. W. — Analysis of Plate Bending by the Finite Element Method. Report submitted to the Nat. Sci. Foundation, Grant G7337, Uni. of California, Berkeley, (1960)

    Google Scholar 

  9. Melosh, R. J. — Basis for Derivation of Matrices for the Direct Stiffness Method, AIAA J., 1, 1631–1637 (1963)

    Article  Google Scholar 

  10. Pian, T. H. H., Kang, D. and Wang, C. — Hybrid Plate Elements based on balanced Stresses and Displacements’, in Finite Element Methods for Plate and Shell Structures, Vol. 1: Element Technology, Edited by T.J.R. Hughes and E. Hinton, Pineridge Press International, Swansea, U.K., 1986, pp. 244–265

    Google Scholar 

  11. Mau, S. T.: Tong, P. and Pian, T. H. H. —Finite Element Solutions for Laminated Thick Plates, J. Composite Materials, 6, 304–311 (1972)

    Article  Google Scholar 

  12. Pian, T. H. H. and Li, M. —‘Stress Analysis of Laminated Composites by Hybrid Finite Elements’, in Discretization Methods in Structural Mechanics, IUTAM/IACM Symposium Vienna, Austria, 1989, Edited by G. Kuhn and H. Mang, Springer-Verlag, 1990, pp.363–372

    Chapter  Google Scholar 

  13. Pian, T. H. H. and Saether, E. — Analysis of Interlaminar Stress Distribution of Adhesive Joints by Special Hybrid Stress Finite Elements, U.S. Army Materials Technology Laboratory Technical Report (to be published)

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Editor information

E. Oñate J. Periaux A. Samuelsson

Rights and permissions

Reprints and permissions

Copyright information

© 1991 Springer-Verlag Berlin Heidelberg

About this chapter

Cite this chapter

Pian, T.H.H. (1991). Remarks on Selection of Stresses to Suppress Zero Energy Deformation Modes in Hybrid Element Formulations. In: Oñate, E., Periaux, J., Samuelsson, A. (eds) The finite element method in the 1990’s. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-662-10326-5_15

Download citation

  • DOI: https://doi.org/10.1007/978-3-662-10326-5_15

  • Publisher Name: Springer, Berlin, Heidelberg

  • Print ISBN: 978-3-662-10328-9

  • Online ISBN: 978-3-662-10326-5

  • eBook Packages: Springer Book Archive

Publish with us

Policies and ethics