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This work is a further investigation of the effect of crack closure on the frequency changes of cracked cantilever beams.
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At the same time, the new coupling model is analyzed to obtain the dynamic evolutions of the generator rotor shaft system with the changes of crack depth ratio, the fractional order of damping, rotational speed ratio and mass eccentricity of rotor.
The results show that the vibrational power flow of cracked shell changes substantially due to the presence of crack, and the change is strongly related to the depth and location of crack.
In the field of vibration-based damage detection of concrete structures efficient damage models are needed to better understand changes in the vibration properties of cracked structures.
The possibility of determining the damage properties of cracked beams from changes in dynamic behavior is discussed.
The change of crack closure from LCF to high cycle fatigue and their consequences for lifetime prediction will be discussed.
The change of crack propagation direction on the interface is assessed based on the strain energy density and maximum tangential stress criteria.
The SIF at the crack tip decreased by about 36%, slowing down the crack growth rate, according to the fracture mechanics due to the change of crack profile and stress redistribution.
The change of crack closure loads during fatigue life is interpreted by a simple model describing crack growth inside the pit-induced plastic yield zone.
The CAD-based exact representation of tangential and normal vectors enables us to exactly define a local coordinate system at the crack-tip, whose shape dependency naturally leads to configuration design variations that include the change of crack orientation.
Elastic plastic finite element analysis has been used to analyse the change of crack tip parameters with the increase of the applied compressive stress level.
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