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Hi @fverdugo
I have been taking a look at `DifferentialEquations.jl`, in order to create `ODESolver`s as wrappers of this library solvers.
In our current version of the `GridapTimeStepper` pack…
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Hi,
I'm working with Nutils and previously had a composite plate with basis degree 5 and 18 elements, which worked for calculating stresses. Now, I need to introduce a circular hole using topo = to…
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Hi Mikael.
Based on shenfun, I have been able to implement a fairly efficient solver for two-dimensional decaying turbulence in a doubly-periodic domain which I eventually plan to use for part of m…
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**Bug description**
I commented this issue in the past offline, but I leave it here for traceability.
When modeling a rigid platform in SubDyn (e.g., defining a rigid link and one lumped mass and …
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Hello,
I am attempting to do a damping study where I need the damping matrices for different damping models. Currently when I run GimmeMCK for modal damping, I get a null matrix as the result. Per …
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CC @berndhahnebach
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### Is there an existing issue for this?
- [X] I have searched the existing issues
### Problem description
Perhaps I should split this one into multiple issues since the support for each mate…
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**Describe the bug**
Inactive tension_only member still takes load
**To Reproduce**
See this self-contained example.
Cantilever stayed with cable
All members are two-force
In the amended…
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`eShapeType` defines the shape of an InterpolationType (`TRUSS`, `BRICK`, ...) and the `eTypeOrder` defines the actual interpolation type and its order (`EQUIDISTANT1`, `LOBATTO3`). Independently, yo…