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While working on Ubuntu 24.04 support (#257), the following was misidentified as being related to #249 but is a separate PETSc-related problem.
v3.19 introduced a change (https://petsc.org/release/…
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Instead of describing the name, the Readme should contain the target audience, highlight main aspects and a short description of the motivation / statement of need. The core classes are more or less s…
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Currently arrays in _sympy.tensor.array_ use `__mul__` only for array-scalar multiplication, raising an exception on array-array products.
Should the asterisk `*` handle array-array products as a gen…
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Submitting Author: Andreas Dutzler (@adtzlr)
Package Name: FElupe
One-Line Description of Package: Finite element analysis for continuum mechanics of solid bodies.
Repository Link: https://githu…
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Hi, thanks for all your work on this very impressive package.
I was wondering if you would ever be willing to re-consider the use of infix operators in this package. In particular, the use of `*` …
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This is in reference to #17122. Unlike Columns and Beams, beams-columns are members who are under both flexural and axial loads. I have mentioned those in a detailed manner in my [GSoC proposal](https…
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I would like to implement influence line diagrams for reactions, shear and moment.
It will basically involve making three functions that will return the equations along with plots of reactions, shear…
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I ran into a bug while solving a system of odes, not covered by any of unit tests. While trying to fix it, I realised I don't understand what `dsolve` actually returns -- lots of existing code just as…
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I compared strains from DeformationGradientTensor to strains from xfab/tools/ubi_to_u_and_eps.
It fails even in the reference co-ordinate system. Below is an example of my 1st test.
```
import nu…
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I'm facing a problem with the result obtained from the DeepXDE library compared with the literature. It may be probably a mistake of mine, but I think it may be also helpful a discussion for everyone …