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

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Finite element analysis (FEA) software like Hypermesh can superimpose different load cases, such as bending and torsion, despite the differing calculation methods required for standard SPCs and inertia relief constraints. Inertia relief analysis effectively models unconstrained systems by utilizing the structure's mass to counteract applied loads, creating fictitious forces at grid points. This technique allows the software to balance forces through acceleration, enabling the combination of results from various load cases. The superposition process involves integrating the effects of each load case to achieve a comprehensive analysis. Understanding this integration is crucial for accurate topology optimization and material distribution in FEA.
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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