Finite Elements & ProE: Need Help!

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SUMMARY

This discussion centers on the comparison between using a stiffness matrix with spreadsheets and employing ProE for Finite Element Method (FEM) analysis of a frame with four elements. It concludes that if boundary conditions and material properties are consistent, both methods yield equivalent results due to the same global stiffness matrix being generated. However, ProE may offer slightly higher accuracy, though the difference is negligible for most applications. The discussion emphasizes that both approaches are valid and effective for FEM analysis.

PREREQUISITES
  • Understanding of Finite Element Method (FEM)
  • Familiarity with stiffness matrix calculations
  • ProE software knowledge
  • Basic principles of structural analysis
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  • Explore advanced features of ProE for FEM analysis
  • Study the implications of boundary conditions in FEM
  • Learn about the stability of finite element systems
  • Investigate the accuracy differences between manual calculations and FEA software
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Engineers and designers involved in structural analysis, particularly those using ProE or performing FEM calculations for frame structures.

gimini75
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Hello

I have a question if anyone know the answer I appreiatete it, the question is that when doing FEM for a frame in just 4 elements is more correct to solve it by using stiffness matrix and spread sheets or by using ProE is more correct answer can be found, please can you explain it for me if you can?



Thanks for your help
 
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If the boundary conditions, properties of materials are the same, and if you are using the frame element in ProE having the same number of degrees of freedom as your stiffness matrix for the frame element, you should get the same answers as you should end up with the same global stiffness matrix.
If the system is unstable, that's a different story, because the answer(s) depend on how the instability is tackled.
 
gimini75: If the FEA software is not decrepit, then the FEA software will be very slightly more accurate than your own finite element calculations. But the difference will be so small that it will be negligible for most problems. Both methods will provide an accurate answer, and both methods are good.
 

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