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The geometrical dimensions were designed using computational fluid dynamics (CFD) by taking local climate parameters as static reference boundary conditions.
For an arbitrary 4-sat formation, changing the reference, nadir-pointing satellite dynamically reduces the average albedo error to 0.003, from 0.006 found in the static reference case.
The pressure difference between the front and rear face of the cube has been applied as an indicator for erroneously used dynamic and static reference pressures.
Normal is no longer a static reference period from the past.
The network consists of four static reference nodes R1 R4 and one target node T1.
At the outlet, an average static reference pressure of 0 Pa was specified.
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Finite element simulations are used to obtain rigid/quasi-static reference solutions.
Both split-Hopkinson pressure bar and quasi-static reference tests are performed.
The dynamic reference temperature, T0,dyn, was obtained and compared with the quasi-static reference temperature, T0,sta.
Quasi-static reference tests were carried out on an electro-mechanical test machine using the same specimen type and a static DIC system.
Dynamic tests were performed using a split-Hopkinson tension bar, while quasi-static reference tests were conducted on a standard electromechanical testing machine.
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