Abstract
Reanalysis methods are intended to analyze efficiently structures that are modified due to changes in the design. To find out the changes in the dynamic properties (natural frequency), solving of various simultaneous equations for Eigen values is necessary and is a length, breadth and depth. In this paper, the focus will be on reanalysis of a Cantilever beam. The natural frequency of the Cantilever beam will be calculated using Ansys, FEM (using MAT LAB software) and also using conventional equations of Cantilever Beam. These values are compared using polynomial regression method.
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