Method for identifying rigidity weak link of elastic support beam by utilizing curvature angle index
An elastic support and weak link technology, applied in design optimization/simulation, geometric CAD, etc., can solve problems such as the complexity of correction methods, low reliability of analysis results, and long analysis process cycle
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[0087] Taking the finite element model of an elastically supported beam as an example
[0088] Regardless of the shear deformation of the beam, the uniform mass element matrix of the Euler-Bernoulli beam element is selected. The elastic support beam model is constrained by springs. Consider connecting the support spring and corner spring to the first node of the first beam element. According to the degrees of freedom of the support spring and the corner spring, the stiffness value of the support spring and the first element matrix The elements are added, the corner spring stiffness is added to the third diagonal element of the unit matrix, and the mass matrix M and stiffness matrix K of the three-dimensional beam structure model are assembled by MATLAB finite element method. The dynamic equation established for the finite element method is:
[0089]
[0090] In the formula: M is the mass matrix of each node, C is the damping matrix of each node, K is the stiffness matrix o...
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