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Exact(19)
The calibration of the FM method is specially based upon consideration of the crack initiation time, initial crack size and the crack aspect ratio.
The experiments indicate the crack initiation time, initiation location and propagation behavior are different between filled and unfilled joints.
Recommendations on how to select proper models to estimate crack initiation time have been provided.
The concrete crack initiation time, concrete crack propagation pattern, penstock deformation, tensile stresses of the steel liner and the reinforcements are presented.
The results indicate that shot peening strongly affects crack initiation time and crack profiles, but has little effect on crack propagation rate.
Experimental results show a decrease of the crack growth rate per cycle with the increase of the crack initiation time.
Similar(41)
The comparison shows that both the experiments and the numerical simulations result in very similar crack initiation times and produce crack tip velocities which differ by less than 6%.
The calibration function results in a good agreement between the estimated and measured changes of the potential drop and permits a quite accurate estimation of the crack initiation life time.
Since the environmental or service load-induced stresses at local details for crack initiation are time-variant, these physics-based models could not be directly applied for real civil infrastructure.
Sandstone was selected to make TWSRC specimens and crack propagation gauges (CPGs) and strain gauges were used to measure crack initiation and propagation time and crack speed.
The numerical results reveal that the crack initiation position and time depend not only on the shot peening intensity but also on the cyclic loading amplitude.
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