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I feel like the deflection sign is wrong when a distributed load is applied to the beam. Here are a few examples:
Example 1: Constant distributed load
```
from sympy import *
from sympy.physic…
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# User Story:
As an OSCAL tool developer, in order to ensure my software can document testing requirements that an information system must implement as one part of cumulative control implementation…
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From @matthiaskoenig :
For me it seems strange that these two transport mechanisms are handled so differently! Both advection and diffusion are just special transport mechanisms. I can imagine other…
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In the literature, there are different definitions for divergence and curl for second order and higher tensor fields. With the introduction of 3rd order Tensors, #205, we need to define this clearly. …
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Currently if you add a support to a beam at a location defined by decimal value, such as
b.apply_support(0.2,'fixed') # fixed, pin, roller
and you try to catch the symbols created by the met…
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The code is relatively easy to read but there are some internal inconsistencies and inconsistencies in comparison with the structural engineering/finite element modelling terminology.
I'm collectin…
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SB 43003623
JACKS region 11
- [x] Observations completed
- [x] VLA CASA Calibration pipeline run by observatory
- [x] [Weblog](https://mills.ku.edu/JACKS/2022_12_20_T22_25_18.828/pipeline-20221220T22…
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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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Instead of rotation angles, beam elements based on ANCF use the slopes of the beam axis at the nodes to describe the kinematic configuration of the beam.
Advantages over the current approach (float…
stfnp updated
2 years ago
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Hi, your repo is attactive to me. To test the UMAT's availability, I create a one-element example. During my debugging progress, the following bugs have been detected:
1. SUBROUTINE calc_Principal:…