Principle of Virtual Work to the FE method

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SUMMARY

The discussion centers on the Principle of Virtual Work (PVW) as a reformulation of Hamilton's Principle, specifically in the context of the Finite Element (FE) method. The critical assertion is that when internal virtual work equals external virtual work, the equilibrium equation and boundary conditions are satisfied, which is fundamental to the FE method in mechanical engineering. The conversation highlights a perceived lack of emphasis on this critical relationship in educational materials, suggesting that it deserves more attention in the formulation of FE equations.

PREREQUISITES
  • Understanding of Hamilton's Principle in mechanics
  • Familiarity with the Principle of Virtual Work (PVW)
  • Knowledge of Finite Element Method (FEM) fundamentals
  • Basic concepts of stress and strain in materials
NEXT STEPS
  • Study the derivation of Finite Element equations using Gauss's theorem
  • Explore the relationship between internal and external virtual work in mechanical systems
  • Review literature on the application of PVW in non-conservative force systems
  • Investigate advanced topics in mechanical equilibrium and boundary conditions in FEM
USEFUL FOR

This discussion is beneficial for mechanical engineers, students of structural analysis, and researchers interested in the theoretical foundations of the Finite Element Method and its applications in engineering problems.

Trying2Learn
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TL;DR
PVW, FE, Equilibrium Equations
(I do understand there are many ways to formulate the FE method, but I wish to understand this one.)

  1. I understand that Hamilton's Principle is just that: a principle ( a law the recapitulates the equations of motion)
  2. I also understand that the Principle of Virtual Work (PVW) is a reformulation of Hamilton's Principle to account for non-conservative forces (in bodies that are rigid)

HOWEVER

If my focus was ONLY the PVW alone, I can understand this and where it came from: both are forces acting through virtual displacements)

1650519068300.png


But the development of the FE equations give (when we apply Gauss theorem, definition of strain, etc.)

1650519013406.png


Now, I can anticipate that this new term on the right is the INTERNAL virtual work: stress and variation of strain, internal

However, it seems so ad hoc, that books get away with this.

It seems to me that this statement below is CRITICAL:

When the Internal virtual work is equal to the External Virtual work, we recover the equilibrium equation and the boundary condition.

It seems to me that this BOLD statement above is the beating heart of the FE method (from the mechanical engineering perspective), but all books give it lip service and appear to simply "tweak" the PVW and "add this term."

I am sorry to say I am not entirely sure of where my confusion lies, but it seems to be that the BOLD BLUE statement above, must rise above the development and must become a restatement of the PVW.

I do not know what I am trying to ask, but could someone comment on this post?

Maybe I am beating this, senseless.
 

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I don't get the math, unfortunately, but your BOLD statement seems to be the equivalent of saying the obvious. If A is equal to B then we have equilibrium and the boundary is the equal sign between them. Of course I may be oversimplifying it. But you may also be overcomplicating it.
Just a thought.
 
GramInvents51 said:
I don't get the math, unfortunately, but your BOLD statement seems to be the equivalent of saying the obvious. If A is equal to B then we have equilibrium and the boundary is the equal sign between them. Of course I may be oversimplifying it. But you may also be overcomplicating it.
Just a thought.

I now think I was overcomplicating it.

Thank you!
 
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