Nonstructural geometric discontinuities in finite element/multibody system analysis |
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Authors: | Hamed Ashraf M Shabana Ahmed A Jayakumar Paramsothy Letherwood Michael D |
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Institution: | 1.Department of Mechanical and Industrial Engineering, University of Illinois at Chicago, 842 West Taylor Street, Chicago, IL, 60607, USA ;2.U.S. Army RDECOM-TARDEC, 6501 E. 11 Mile Road, Warren, MI, 48397-5000, USA ; |
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Abstract: | Existing multibody system (MBS) algorithms treat articulated system components that are not rigidly connected as separate
bodies connected by joints that are governed by nonlinear algebraic equations. As a consequence, these MBS algorithms lead
to a highly nonlinear system of coupled differential and algebraic equations. Existing finite element (FE) algorithms, on
the other hand, do not lead to a constant mesh inertia matrix in the case of arbitrarily large relative rigid body rotations.
In this paper, new FE/MBS meshes that employ linear connectivity conditions and allow for arbitrarily large rigid body displacements
between the finite elements are introduced. The large displacement FE absolute nodal coordinate formulation (ANCF) is used to obtain linear element connectivity conditions in the case of large relative rotations between the finite
elements of a mesh. It is shown in this paper that a linear formulation of pin (revolute) joints that allow for finite relative
rotations between two elements connected by the joint can be systematically obtained using ANCF finite elements. The algebraic
joint constraint equations, which can be introduced at a preprocessing stage to efficiently eliminate redundant position coordinates,
allow for deformation modes at the pin joint definition point, and therefore, this new joint formulation can be considered
as a generalization of the pin joint formulation used in rigid MBS analysis. The new pin joint deformation modes that are
the result of C
0 continuity conditions, allow for the calculations of the pin joint strains which can be discontinuous as the result of the
finite relative rotation between the elements. This type of discontinuity is referred to in this paper as nonstructural discontinuity in order to distinguish it from the case of structural discontinuity in which the elements are rigidly connected. Because ANCF finite elements lead to a constant mass matrix, an identity generalized
mass matrix can be obtained for the FE mesh despite the fact that the finite elements of the mesh are not rigidly connected.
The relationship between the nonrational ANCF finite elements and the B-spline representation is used to shed light on the
potential of using ANCF as the basis for the integration of computer aided design and analysis (I-CAD-A). When cubic interpolation
is used in the FE/ANCF representation, C
0 continuity is equivalent to a knot multiplicity of three when computational geometry methods such as B-splines are used.
C
2 ANCF models which ensure the continuity of the curvature and correspond to B-spline knot multiplicity of one can also be
obtained. Nonetheless, B-spline and NURBS representations cannot be used to effectively model T-junctions that can be systematically
modeled using ANCF finite elements which employ gradient coordinates that can be conveniently used to define element orientations
in the reference configuration. Numerical results are presented in order to demonstrate the use of the new formulation in
developing new chain models. |
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