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Each element of the testing procedure has been developed to represent site conditions in respect to crack development, loading and support.
The crack development, deformation and bearing capacity were investigated.
Moreover, no preferential crack development in the substrate was observed.
Local crack development can occur at a critical stress level when melt rupture is reached.
It indicated double composite action made concrete crack development slower in service load stage.
Crack development is monitored using the alternating current potential drop method.
In lamination, the mechanical energy associated with applied stress is absorbed by successive layers of glass and laminate, leaving less energy for crack development.
A numerical simulation of crack development within APS TBC systems is presented.
Oil also hampered crack development during curing, thanks to the development of large spherical pores.
Vibration testing is an effective means of detecting crack development in structures.
The results showed that the AE location was consistent with the actual crack development.
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