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Studies the behavior of solid materials, and deformation under the action of forces
1
vote
How are the classical set of equilibrium equations for linear elasticity derived?
A different perspective on the question is this: Newton's law says that mass times acceleration equals the sum of all forces. You are interested in the steady state case, so the acceleration is zero a …
2
votes
Linear elasticity modeling load using traction vs. mixed BC
The two descriptions you use describe different physical situations.
In the first, you apply a given force (which you have assumed is normal to the surface, though it could of course also have a tang …
5
votes
Accepted
Transition from 2D to 3D finite element code, what are the inevitable modifications to be im...
So so many places you have to rewrite. The whole mesh handling (accessing faces and edges from cells, neighbors from cells, ...). Shape functions. Dealing with the question of how the normal vector of …
2
votes
Are mixed boundary conditions possible in structural mechanics?
You can't prescribe both Dirichlet and Neumann conditions, but you can prescribe a Robin-type boundary condition in which the normal stress (traction) is proportional to the displacement. You can thin …
4
votes
How to determine global stiffness matrix is constrained or not
You already know that at least theoretically, unconstrained matrices have a null space and consequently eigenvalues that are equal to zero. But, in practice, this is a meaningless condition because it …
6
votes
Extracting system matrices from FEM software
All of the major finite element libraries (such as libMesh; FEniCS; or the project I run, deal.II) provide you with ready access to the system matrix and or any other matrices you need. They typically …
2
votes
Accepted
Strain from FEM simulations to strain gauge measurements
Your physical strain gauge gives you a single number, which means that it is represented by a functional $\varphi(\cdot)$ applied to the solution and its gradient (strain) everywhere. Let's say that i …
6
votes
If FEM is exact at the nodes, why do first and second-order elements give very different res...
It is not true that the finite element solution is exact a nodes.
7
votes
Accepted
Derivative of the inverse of the Right Cauchy-Green Deformation Tensor wrt itself
Nick Alger gives a nice explanation. Here is another one, possibly slightly simpler because it avoids the "should stay roughly the same" part.
Let's say you want to compute the derivative of any matr …
6
votes
Accepted
Is steady linear elasticity inherently ill-conditioned?
The condition number for the stiffness matrix of any method (finite elements, finite volumes, finite differences) applied to a second order differential operator always grows as ${\cal O}(h^{-2})$ whe …
9
votes
Accepted
Why is the FVM traditionally used in CFD, and FEM in computational structures?
The finite element method is actually quite widely used in fluid flow problems, for example for the Stokes and Navier-Stokes equations.
The delineation between the methods is more along the following …
6
votes
Modelling question: example of a physical phenomenon with this jump condition at an interface?
$\vec\Phi = K_i \nabla u_i$ is the flux across the interface. For example, if $u$ is the thermal energy density and $K$ the thermal conductivity, then $\vec\Phi$ is the thermal energy flux. Energy con …
2
votes
how to compute the rate of deformation gradient in finite-element context?
The truth is that I don't actually know very much about this, and so this may or may not be at all helpful. But let me sort my thoughts in the following way:
Let's say for simplicity that you're tryin …