Search found 236 matches
- 03 Oct 2020, 10:55
- Forum: ElmerSolver
- Topic: FDTD method for acoustic analysis
- Replies: 1
- Views: 1624
Re: FDTD method for acoustic analysis
A generalized wave equation can be solved in time domain with the module WaveSolver. The module CompressibleNS could be used to model nonlinear wave propagation under the ideal gas law in time domain, but as such it's likely to be inefficient due to employing the monolithic solution approach. Both t...
- 01 Oct 2020, 11:10
- Forum: ElmerSolver
- Topic: Understanding the Implementation of Piezoelectricity in StatElecSolve.F90
- Replies: 2
- Views: 1917
Re: Understanding the Implementation of Piezoelectricity in StatElecSolve.F90
where the "2D-plane"-limitation can be found in (the theory of) this code? I think the implementation for 2D cases (dim=2) is restricted to plane strain, since the code doesn't make any attempt to retrieve the third normal strain component via constitutive relations when plane stress is m...
- 28 Sep 2020, 13:07
- Forum: Bug reports
- Topic: zero**zero in ElementDescription.F90 [FIXED]
- Replies: 2
- Views: 3236
Re: zero**zero in ElementDescription.F90
The devel version has now been updated to fix this.
Thanks for reporting,
Mika
Thanks for reporting,
Mika
- 25 Sep 2020, 13:16
- Forum: ElmerSolver
- Topic: structure frequency responses under vibration forces
- Replies: 22
- Views: 10520
Re: structure frequency responses under vibration forces
The issue with giving the imaginary part of a point load should now be resolved in the devel branch of the code repository. For example, if there exists a component variable "U Im 2", then the command "U 2 Load Im = Real ..." should define the imaginary part of the corresponding ...
- 24 Sep 2020, 15:36
- Forum: General
- Topic: Inductance Extraction (MagDyn2D, MagDynPost, Circuits & Dynamics)
- Replies: 6
- Views: 3989
Re: Inductance Extraction (MagDyn2D, MagDynPost, Circuits & Dynamics)
How about just setting "Permittivity = 0.0"? Then the total electromagnetic energy computed by the solver would be the magnetic energy.
-- Mika
-- Mika
- 18 Sep 2020, 16:22
- Forum: ElmerSolver
- Topic: structure frequency responses under vibration forces
- Replies: 22
- Views: 10520
Re: structure frequency responses under vibration forces
As it seems that a drilling rotation formulation may have a relative merit when the middle-surface is not smooth and the normal strain in the thickness direction is not of a primary interest, I updated the shell solver (in the devel branch) today to enable drilling degrees of freedom. With the new v...
- 16 Sep 2020, 09:25
- Forum: General
- Topic: total node number considered for solver
- Replies: 2
- Views: 2064
Re: total node number considered for solver
A variable (of type Variable_t) is associated with a permutation array showing whether this variable is active at a node and how the entries are mapped in the assembly. To see the number of DOFs which are active one may test
-- Mika
Code: Select all
COUNT( muVar % Perm > 0)
- 09 Sep 2020, 17:17
- Forum: ElmerSolver
- Topic: structure frequency responses under vibration forces
- Replies: 22
- Views: 10520
Re: structure frequency responses under vibration forces
Another question, how to set the damping value of the harmonic analysis? I just updated the source codes of both shell solvers in order to enable mass-proportional damping. If the material section has the command Rayleigh Damping Alpha = Real ... the solver should now create a damping matrix D = al...
- 04 Sep 2020, 13:07
- Forum: ElmerSolver
- Topic: structure frequency responses under vibration forces
- Replies: 22
- Views: 10520
Re: structure frequency responses under vibration forces
You are right. The facet shell solver wasn't updated to assemble the mass matrix when "Harmonic Mode" = True. This is now fixed in the devel repository. At the minimum FacetShellSolve.F90 has to be recompiled in order to try again.
-- Mika
-- Mika
- 02 Sep 2020, 15:46
- Forum: ElmerSolver
- Topic: structure frequency responses under vibration forces
- Replies: 22
- Views: 10520
Re: structure frequency responses under vibration forces
The assembly of beam sections was added into the shell solver only, so the facet shell solver doesn't understand beam sections.
-- Mika
-- Mika