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Complete electrode model (CEM) could better modeling the current distributions on the electrode and the contact impedances, CEM should be incorporate into pyeit.
- [ ] block matrix calculation of…
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We have a process for editing the stiffness matrix of panels, but it would be great to have one to change the stiffness of bars in Robot.
This falls under editing the Ix, Iy and Iz values of the ba…
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The current implementation overestimates the effective structural stiffness when the majority (or all) of the stiffness comes from tension stiffness. The current implementation uses T/L (1 - nn) as th…
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Hello,
I was trying to find an appropriate example for solving the following generalized eigenvalue problem:
Ku = xMu, where K is the stiffness matrix, M is the mass matrix and u is the eigenvecto…
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In the contact mechanics equations, we currently compare tractions to c_num times (increments of) displacement jumps. C_num is by default computed as
c_num = shear modulus / (solid.residual_aperture…
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As a developer, I want to extract the non-linear geometry functionality from the elements, such that the element classes are more maintainable and configurable, by only depending on the abstract inter…
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K66 is the stiffness matrix entry in the bottom right corner. VABS outputs values that are on the order of 10^9. However, after passing these values to DYMORE and running a simulation, DYMORE reports …
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Newmark-beta method is used for finding the response of a structure with known stiffness, mass and damp matrix to external excitation like dynamic force and dynamic settlements (earthquake which vibra…
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Hey,
I'm working on a project where I build something similar to the cartesian impedance controller. So I started to try to understand how this example is working. However I have a hard time underst…
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after I run : docker build .
and run pymesh.test()
I got this:
............................................................/usr/local/lib/python3.6/importlib/_bootstrap.py:219: ImportWarning: can't…