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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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We need to decide what to do with the tolerance in the tangential contact mechanics equation. This at least involves revisiting Hüeber/Wohlmuth and ensuring our value does not violate their recommenda…
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This looks a relevant paper: http://onlinelibrary.wiley.com/doi/10.1002/gamm.201410004/pdf
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## Description
The goal of this issue is to keep track of all developments related to modeling of contact mechanics.
## Work Scope
A discussion about what work will be done to achieve the goals o…
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When calculating base don "flat punch" geometry, the x-axis units are still in units of pressure instead of load. The previous version of the webapp used units of N/E* while the current uses p/E* of b…
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## *Hosting Details*
*The Request will be deployed Basic Engineering Mechanics and Strength of Materials Lab*
**Request Type**:
- [ ] Urgent
#### Note: All of the following request parameters …
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## *Hosting Request*
Use this to request the hosting of an already registered lab or experiment. If the lab or experiment is not registered, please do that by raising a registration request.
- *…
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- [ ] Which defiition of E^* we use (with Formula)
- [ ] Clarify how to perform load controlled simulations, and that the imposed quantity is then the nominal pressure F / A0
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`ContactMechanics` 1.0 will have a pipeline function that has can automatically carry out contact calculations. We should switch to using this pipeline function as it is (more thoroughly) tested outsi…
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I am using the example code [easy_hardwall_simulation](https://github.com/ContactEngineering/ContactMechanics/blob/master/examples/easy_hardwall_simulation.ipynb) to run a simulation on my own [surfac…