Method for Fast Detection of Unconstrained Motion and Low-stiffness Connections in Finite Element Modeling
A computer implemented method is configured to detect an unconstrained or low-stiffness connection between parts of an initial finite element (FE) model in a computer aided drafting (CAD) application. A stiffness matrix of the initial FE model is transformed into a reduced stiffness matrix. A singular mode is determined in the reduced stiffness matrix. The plurality of singular mode is identified as corresponding to an unconstrained or low-stiffness connection between parts of the FE model.
1 . A computer implemented method for detecting an unconstrained or low-stiffness connection between parts of an initial finite element (FE) model in a computer aided drafting (CAD) application, comprising the steps of:
transforming a stiffness matrix of the initial FE model to a reduced stiffness matrix;
determining a singular mode in the reduced stiffness matrix; and
identifying the singular mode as corresponding to an unconstrained or low-stiffness connection between parts of the FE model.
2 . The method of claim 1 , further comprising the step of receiving a resolved initial FE model based on the identifying the unconstrained or low-stiffness connection between parts of the initial FE model.
3 . The method of claim 2 , further comprising the step of performing a simulation of a stiffness matrix of the resolved initial FE model.
4 . The method of claim 1 , wherein transforming the stiffness matrix of the initial FE model to a reduced stiffness matrix further comprises the steps of:
introducing a single representative node with six degrees of freedom for each three-dimensional part of the initial FE model and three degrees of freedom for each two-dimensional part of the initial FE model representing translational and rotational motion of each part;
constraining each part not to displace;
transforming a finite element stiffness matrix of the constrained parts to eliminate original degrees of freedom in favor of degrees of freedom of the representative nodes; and
assembling a transformed element stiffness matrix to determine a reduced stiffness matrix.
5 . The method of claim 1 , further comprising the step of creating a computer aided drafting (CAD) representation of a mechanical assembly.
6 . The method of claim 5 , further comprising the step of creating the initial FE model of the assembly.
7 . The method of claim 6 , further comprising the step of submitting the initial FE model for FE simulation.
8 . The method of claim 1 , further comprising the step of notifying a user of the CAD application of the identified unconstrained mode.
9 . The method of claim 1 , further comprising the step of resolving the at least one unconstrained or low-stiffness connection between parts in the initial FE model based on the identified unconstrained or low-stiffness connection between parts of the first FE model.
10 . The method of claim 4 , further comprising the steps of:
treating each part as rigid with the representative node acting as a rigid body reference; and
iterating over finite element entities associated with connections between parts and/or ground.
11 . The method of claim 10 , further comprising the steps of:
converting an element stiffness matrix into a translation and rotation matrix involving only translations and rotations of reference points;
incorporating the translation and rotation matrix into a global stiffness matrix; and
performing a singular value decomposition of the global stiffness matrix.
12 . The method of claim 11 , further comprising the steps of:
detecting a small or zero modal stiffness in an output of the singular value decomposition; and
reporting the corresponding mode shape output from the singular value decomposition and an indication of a mode to be stabilized to a user of the CAD application.