A MIXED-PENALTY FINITE-ELEMENT FORMULATION OF THE LINEAR BIPHASIC THEORY FOR SOFT-TISSUES

被引:34
作者
SPILKER, RL
MAXIAN, TA
机构
[1] Department of Mechanical Engineering, Aeronautical Engineering, and Mechanics, Rensselaer Polytechnic Institute, Troy, New York
关键词
D O I
10.1002/nme.1620300508
中图分类号
T [工业技术];
学科分类号
08 [工学];
摘要
Hydrated soft tissues of the human musculoskeletal system can be represented by a continuum theory of mixtures involving intrinsically incompressible solid and incompressible inviscid fluid phases. This paper describes the development of a mixed‐penalty formulation for this biphasic system and the application of the formulation to the development of an axisymmetric, six‐node, triangular finite element. In this formulation, the continuity equation of the mixture is replaced by a penalty form of this equation which is introduced along with the momentum equation and mechanical boundary condition for each phase into a weighted residual form. The resulting weak form is expressed in terms of the solid phase displacements (and velocities), fluid phase velocities and pressure. After interpolation, the pressure unknowns can be eliminated at the element level, and a first order coupled system of equations is obtained for the motion of the solid and fluid phases. The formulation is applied to a six‐node isoparametric element with a linear pressure field. The element performance is compared with that of the direct penalty form of the six‐node biphasic element in which the pressure is eliminated in the governing equations prior to construction of the weak form, and selective reduced integration is used on the penalty term. The mixed‐penalty formulation is found to be superior in terms of tendency to lock and sensitivity to mesh distortion. A number of example problems for which analytic solutions exist are used to validate the performance of the element. Copyright © 1990 John Wiley & Sons, Ltd
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页码:1063 / 1082
页数:20
相关论文
共 38 条
[1]
ARMSTRONG CG, 1984, J BIOMECH ENG-T ASME, V106, P165, DOI 10.1115/1.3138475
[2]
ROBUST, GEOMETRICALLY BASED, AUTOMATIC TWO-DIMENSIONAL MESH GENERATION [J].
BAEHMANN, PL ;
WITTCHEN, SL ;
SHEPHARD, MS ;
GRICE, KR ;
YERRY, MA .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1987, 24 (06) :1043-1078
[3]
General theory of three-dimensional consolidation [J].
Biot, MA .
JOURNAL OF APPLIED PHYSICS, 1941, 12 (02) :155-164
[4]
[6]
BOWEN RM, 1976, CONTINUUM PHYSICS, V3
[7]
CONSISTENT VS REDUCED INTEGRATION PENALTY METHODS FOR INCOMPRESSIBLE MEDIA USING SEVERAL OLD AND NEW ELEMENTS [J].
ENGELMAN, MS ;
SANI, RL ;
GRESHO, PM ;
BERCOVIER, M .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN FLUIDS, 1982, 2 (01) :25-42
[8]
GHABOUSSI J, 1978, J GEOTECH DIV, V3, P341
[9]
GHABOUSSI J, 1973, J SOIL MECH F DIV, V10, P849
[10]
GHABOUSSI J, 1972, J ENG MECH DIV ASCE, V4, P947