"A Navier-Stokes-Peridynamics hybrid algorithm for the coupling of compressible flows and fracturing materials"
https://arxiv.org/abs/2504.11006 #Physics.Comp-Ph #Dynamics #Cell

"A Navier-Stokes-Peridynamics hybrid algorithm for the coupling of compressible flows and fracturing materials"
https://arxiv.org/abs/2504.11006 #Physics.Comp-Ph #Dynamics #Cell
If you don't have access to the journal, you can download it from here
The paper is on Physical Review E
https://journals.aps.org/pre/abstract/10.1103/PhysRevE.111.044304
New paper, just out.
Often, in real-world situations, one does not know the full structure of a network. However, at the same time, one can often observe some interactions that take place on it, and may be interested in knowing its full structure. For example, one may be detecting some partial criminal activity and may want to determine the whole organization. We consider higher-order networks, which are structures with many-body interactions, and specifically simplicial complexes, and show that one can reconstruct a whole network almost perfectly simply by observing the transient of the dynamics that takes place on it. In fact, we give 3 different algorithms to do it, with different complexities and accuracies, so you can choose which one suits you best.
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For the five cases here, the integrals can be calculated exactly, although they turn out to be piecewise functions.
The equivalent dynamic response curves now look somewhat complicated and are here.
It is difficult to explain the meaning of these curves to someone who is unfamiliar and it took me a while to figure out what they related to. Even then, explaining them to others is equally challenging.
A little more advanced is response of a structure to #Non-periodic #loads and this involves #ConvolutionIntegrals.
(Continues...)
The #DynamicResponse for periodic loading is quite widely known and looks like this, where beta is the ratio of the forcing to natural frequencies and xi is damping ratio.
When the two frequencies are close (beta is around 1) then you can get resonance occuring and this can be hazardous as the dynamic deflections are so much larger than their static equivalents. Fmax is termed the #DynamicMagnificationFactor.
(Continues...)
When I was studying #DynamicLoading of a #Structure, at least for the case of small deflections and a single-degree-of-freedom, we covered both #Periodic and #ImpulsiveLoads. The former take place over an extended period and so damping is important, while for the latter, if they are short-lived, then damping can be neglected.
(Continues...)
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