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Comparing method A with method B, the median lateral deviation on our test geometry is 0.20%%.
The adhesively-bonded steel joints were tested in both the DCB and TDCB test geometry.
Under high loads, there is a transition in bulk modulus implied by the test geometry.
The analyzed test geometry is a bottom mounted, polygonal structure in a channel flow.
In order to simulate an existing test; geometry and boundary conditions need to be accurately determined and applied.
The experiment is designed to study the anti-wear properties under sliding contact by four-ball test geometry.
Test geometry with different notch lengths was considered to obtain a standard specimen configuration without any unexpected failure.
First principal stresses were simulated for scratch test geometry in the load range of 7.5 15 N.
As test geometry for a flowing system a plate shaped mold with a single injection point is employed.
The transition between the erosion profiles and the change in erosion rate were dependent on the initial test geometry and slurry concentration.
The GMT also determines the feasible quasi-static joint strength regardless of stacks in the three joint geometries tested, though the effect differs with respect to test geometry.
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