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Under high loads, there is a transition in bulk modulus implied by the test geometry.
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The experiment is designed to study the anti-wear properties under sliding contact by four-ball test geometry.
This is achieved by defining a simple test geometry, altered in one design variable only, and by designing the test case such that a two dimensional analysis of the flow fields is possible.
For the second testing geometry the arterial samples were not cut open.
The test fault geometry and material properties were the same as those used by Day et al. (2005).
The main focus of this experimental testing programme was fatigue testing accompanied by tensile tests, geometry measurements, hardness and residual stress measurements, and fracture surface examination.
Residual performances of both undamaged and repaired specimens seemed to be influenced by the profile geometry (in fatigue bending tests) and especially by the open/closed characteristic of the structures.
Significance was tested by the permutation test.
Differences were tested by the F test.
Moreover, the tests showed that the strength is influenced by the die geometry especially under pure shear loading conditions.
What is meant by the "social geometry of the case"?
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