A finite element procedure for the large deformation dynamic response of axisymmetric solids

Abstract A computational procedure for the large deformation dynamic response of solids is presented. The underlying mechanics, the constitutive theories of interest, the spatial discretization, and the time integration scheme are each discussed. The mechanics is carried out in the current configuration described by a fixed spatial coordinate system and using the Cauchy stress. Elastic, elastoplastic, viscoelastic and curshable foam constitutive theories are examined. A bilinear isoparametric quadrilateral finite element is employed for the spatial discretization. An explicit central difference time integration scheme and artificial viscosity are used to compute the response. The results of five computations are presented and compared with either experimental results or exact answers.

[1]  C. Truesdell,et al.  The Classical Field Theories , 1960 .

[2]  Ekkehard Ramm,et al.  FINITE ELEMENT FORMULATIONS FOR LARGE DISPLACEMENT AND LARGE STRAIN ANALYSIS , 1973 .

[3]  P. M. Naghdi,et al.  A Thermodynamic Development of Elastic-Plastic Continua , 1968 .

[4]  G. Maenchen,et al.  The Tensor Code , 1963 .

[5]  H. Hibbitt,et al.  A finite element formulation for problems of large strain and large displacement , 1970 .

[6]  B. J. Hsieh,et al.  Non-Linear Transient Finite Element Analysis with Convected Co--ordinates , 1973 .

[7]  M. Wilkins Calculation of Elastic-Plastic Flow , 1963 .

[8]  J. W. Leech,et al.  Stability of Finite-Difference Equation for the Transient Response of a Flat Plate , 1965 .

[9]  R. D. Richtmyer,et al.  Difference methods for initial-value problems , 1959 .

[10]  C. Truesdell,et al.  The Non-Linear Field Theories of Mechanics , 1965 .

[11]  E. H. Lee,et al.  A comparison of the propagation of longitudinal waves in rods of viscoelastic materials , 1956 .

[12]  William L. Ko,et al.  Application of Finite Elastic Theory to the Deformation of Rubbery Materials , 1962 .

[13]  Robert E. Jones A generalization of the direct-stiffness method of structural analysis , 1964 .

[14]  M. E. Hanson,et al.  Difference equations for two-dimensional elastic flow , 1968 .

[15]  S. W. Key,et al.  A specialization of Jones' generalization of the direct-stiffness method of structural analysis , 1971 .

[16]  C. L. Morgan,et al.  Continua and Discontinua , 1916 .

[17]  Alan Needleman,et al.  A numerical study of necking in circular cylindrical bar , 1972 .

[18]  T. A. Duffey,et al.  Experimental-theoretical correlations of impulsively loaded clamped circular plates , 1969 .

[19]  J. R. Hutchinson,et al.  Nonlinear dynamics of solids by the finite element method , 1972 .

[20]  B. J. Hsieh,et al.  Nonlinear Transient Analysis of Shells and Solids of Revolution by Convected Elements , 1973 .

[21]  Samuel W. Key,et al.  Transient shell response by numerical time integration , 1973 .

[22]  Axisymmetric plastic response of rings to short-duration pressure pulses. , 1972 .

[23]  D. L. Hicks,et al.  Numerical Analysis Methods , 1973 .

[24]  J. H. Argyris,et al.  Some contributions to non-linear solid mechanics , 1973, Computing Methods in Applied Sciences and Engineering.

[25]  J. W. Leech,et al.  Stability of a finite-difference method for solving matrix equations. , 1965 .

[26]  L. E. Malvern,et al.  Biaxial Plastic Simple Waves With Combined Kinematic and Isotropic Hardening , 1970 .

[27]  B. Irons,et al.  Engineering applications of numerical integration in stiffness methods. , 1966 .