Stabilization by non-conforming modes : 9-node membrane element with drilling freedom

A simple technique of stabilizing spurious zero energy modes by non-conforming modes is presented. The non-conforming modes are derived by removing one or a number of nodes from the original element, and hence the associated stiffnesses are used to stabilize a uniform reduced integrated 9-node element. Three models were pursued to control the communicable spurious modes. The proposed model has been on the basis of including drilling freedoms and retaining much of the excellent performance of the original 9-node element with uniform reduced integration. The drilling freedoms are incorporated by constraining the true continuum mechanics definition of rotation at the reduced integration points by the penalty function method. A patch test was applied and a considerable number of problems were tested to investigate the performance of the new element.

[1]  Eduardo N. Dvorkin,et al.  A formulation of general shell elements—the use of mixed interpolation of tensorial components† , 1986 .

[2]  S. W. Lee,et al.  A new efficient approach to the formulation of mixed finite element models for structural analysis , 1986 .

[3]  Robert D. Cook,et al.  Control of spurious modes in the nine‐node quadrilateral element , 1982 .

[4]  Ted Belytschko,et al.  Assumed strain stabilization procedure for the 9-node Lagrange shell element , 1989 .

[5]  P. Bergan,et al.  Nonlinear Shell Analysis Using Free Formulation Finite Elements , 1986 .

[6]  K. Bathe,et al.  Finite Element Methods for Nonlinear Problems , 1986 .

[7]  Seyed Hassan Seyed-Kebari Innovative design of underintegrated Lagrangian finite elements , 1989 .

[8]  Subhash C. Anand,et al.  Use of lst elements in elastic-plastic solutions , 1978 .

[9]  Worsak Kanok-Nukulchai,et al.  A simple and efficient finite element for general shell analysis , 1979 .

[10]  B. Irons,et al.  Techniques of Finite Elements , 1979 .

[11]  T. Belytschko,et al.  Efficient implementation of quadrilaterals with high coarse-mesh accuracy , 1986 .

[12]  O. C. Zienkiewicz,et al.  Constrained variational principles and penalty function methods in finite element analysis , 1974 .

[13]  P. Bergan,et al.  Finite elements with increased freedom in choosing shape functions , 1984 .

[14]  Ted Belytschko,et al.  Implementation and application of a 9-node Lagrange shell element with spurious mode control , 1985 .

[15]  T. Belytschko,et al.  A uniform strain hexahedron and quadrilateral with orthogonal hourglass control , 1981 .

[16]  Carlos A. Felippa,et al.  A triangular membrane element with rotational degrees of freedom , 1985 .

[17]  David Nicholas Bates,et al.  The mechanics of thin walled structures, with special reference to finite rotations , 1987 .

[18]  E. Hinton,et al.  Spurious modes in two‐dimensional isoparametric elements , 1979 .

[19]  M. D. Olson,et al.  A simple flat triangular shell element revisited , 1979 .

[20]  Robert D. Cook,et al.  On the Allman triangle and a related quadrilateral element , 1986 .

[21]  G. A. Frazier,et al.  Treatment of hourglass patterns in low order finite element codes , 1978 .

[22]  Medhat A. Haroun,et al.  Reduced and selective integration techniques in the finite element analysis of plates , 1978 .

[23]  D. Allman A quadrilateral finite element including vertex rotations for plane elasticity analysis , 1988 .

[24]  J. Z. Zhu,et al.  The finite element method , 1977 .

[25]  P. Pinsky,et al.  An assumed covariant strain based 9‐node shell element , 1987 .

[26]  Graham H. Powell,et al.  Control of zero‐energy modes in 9‐node plane element , 1986 .

[27]  K. Park,et al.  A Curved C0 Shell Element Based on Assumed Natural-Coordinate Strains , 1986 .

[28]  D. Allman A compatible triangular element including vertex rotations for plane elasticity analysis , 1984 .

[29]  Robert L. Harder,et al.  A refined four-noded membrane element with rotational degrees of freedom , 1988 .