Superposition of loadcases in FEA software (with SPC+inrel)

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SUMMARY

The discussion focuses on the superposition of load cases in finite element analysis (FEA) software, specifically using Hypermesh. It highlights the challenge of combining bending load cases constrained by standard Static Point Constraints (SPC) with torsion load cases utilizing Inertia Relief constraints. Inertia Relief analysis is essential for modeling unconstrained systems, as it applies fictitious forces to balance applied loads. The conversation seeks to clarify how these differing constraint methods can be effectively superimposed to achieve a cohesive analysis result.

PREREQUISITES
  • Understanding of finite element analysis (FEA) principles
  • Familiarity with Hypermesh software
  • Knowledge of Static Point Constraints (SPC)
  • Comprehension of Inertia Relief analysis techniques
NEXT STEPS
  • Research the implementation of load case superposition in Hypermesh
  • Explore advanced Inertia Relief methods in FEA
  • Learn about topology optimization techniques in finite element modeling
  • Study the effects of different constraint types on structural analysis outcomes
USEFUL FOR

Engineers and analysts involved in structural design, particularly those working with finite element analysis in automotive and aerospace applications, will benefit from this discussion.

marellasunny
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I am curious as to how finite element analysis software(like Hypermesh) go about superposition of loadcases(applied on the same model). I constrain my vehicle body for 1.loadcase (say bending) with the standard SPC's and constrain my 2.loadcase(say torsion) with Inertia relief constraints. Given that inertia relief constraints require the FEA software to do a completely different set of calculations as compared to the standard SPCs, how is it possible to even superimpose the 2 loadcases?

FYI:
Inertia relief analysis is regarded as an effective technique for the modeling of unconstrained structural systems, for example- aircraft in flight, car on a test track etc. Inertia or mass of the structure is used in Hypermesh to resist the applied loadings. The ‘Inertia relief method’ applies an acceleration to the mass of the model in a way to balance the force applied. In essence, ‘inertia relief’ creates a fictitious force on each grid point associated with a mass.
 
In case of a topology optimization (optimal material distribution), how do FEM software superposition different loadcases to arrive at one final result?
 

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