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To validate the proposed method, two cases were considered by using the degradation data generated by bearing testing rig.
Finally one group of bearing testing dataset acquired from real industrial applications is used to demonstrate how proposed methods are used to evaluate and improve the data quality.
The load-carrying capacity, deflection to diameter ratio, circumferential strain and crack patterns of reinforced SHCC pipes (SHCCP) in comparison to these of conventional reinforced cement mortar pipes (RMP) have been investigated under the Three-Edge Bearing Testing (TEBT).
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Tensile and bearing tests and stress analyses were conducted to determine tensile and compressive characteristic lengths.
As important components of wind turbines, slewing bearings are large and expensive, and these properties make bearing tests challenging.
A specially designed bearing test has successfully reproduced the failure mode occurring in prematurely failed bearings in wind turbine gearbox.
We conducted model tests using ring-on-disc test configuration and component tests on bearing test rigs.
Finally, the proposed method was verified to be successful on performance assessment and fault diagnosis via a hydraulic pump test and a ball bearing test.
The proposed method was also verified to be effective and pragmatic for performance assessment and fault diagnosis via a hydraulic pump test and a ball bearing test.
Damage extension is determined by enhanced radiography for further damage measurement – diameter and areas – and correlated with mechanical test results — bearing test.
The control equations and transfer functions of each variable were given based on a large-scale oil-film bearing test rig.
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