Generalized elastic coordinate method for unconstrained structural dynamic response analysis
An unconstrained, dynamic technology that can be used in constraint-based CAD, instrumentation, geometric CAD, etc., to solve problems such as finiteness and achieve results beneficial to response analysis
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[0094] The specific embodiments of the present invention will be described in detail below with reference to the technical solutions and the accompanying drawings.
[0095] Reference Study: Dynamic Response Analysis of Unconstrained Slabs.
[0096] The invention relates to a generalized elastic coordinate method for dynamic response analysis of unconstrained structures. The method is validated by taking the transient response analysis of an unconstrained plate as an example. like figure 2 , the plate is an aluminum plate with a length of 1.2m and a width of 1.0m, and the thickness of the plate is 0.01m. Contains the following calculation steps:
[0097] 1. First, the aluminum plate is discreted by finite element, and a finite element model with 1575 degrees of freedom is obtained. This example uses Newmark-β for transient response analysis. The total displacement is obtained by directly solving the original equation of motion (marked as DMoverall in Figure 3). Then the ...
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