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Hi,
I'm writing my thesis on parallel patterns in miniapps and the app I'm currently working on (Laghos) heavily relies on mfem and uses it's parallel datatypes and solvers. Unfortunately I'm not ve…
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I have an OpenFAST simulation set up using MoorDyn, which runs without problems. However, when replacing MoorDyn by MAP++ I run into a Segmentation fault error.
I need to run a OpenFAST simulation …
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Please, can you tell me the units of measurement for the stiffness, damping and pretension coefficients? I could not find them anywhere.
I need to scale my model between different scales and I need…
Ale4c updated
5 years ago
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During some of my testing with a simple linear elastic problem with just 1 hexagonal element using the ExaConstit miniapp, I've found some issues with the PCG solver.
I've included some outputs fr…
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When I add `printA()` at the bottom of this example [script](https://openseespydoc.readthedocs.io/en/latest/truss.html), nothing happens regardless using '-file' option.
I'm not sure I used it in …
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- As gradient calculation invovles a lot of matrix-vector-operations it is assumed that this problem is related to the different blas and lapack routines or the given ublas.
- Might vanish as soon …
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I know we have discussed this a while ago, but given the new code in the branch fe_tools I think it's worth to reconsider the return type of the following two methods (both belong to `ScalarReferenceF…
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### error
┌ Warning: dt 0) "Mesh arguments must be positive"
coords = createCoords(n1,n2)
new(coords)
end
end
function createCoords(n1,n2)
#Fill coords array
coords …
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Hi,
Tried to calculate a 2d truss with code below, but got a message saying "Matrix must be symmetric positive definite". What's wrong with the code?
Thanks for help.
Cean
privat…