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The deflection of specimen with PC-BRS is quite symmetrical as compared to other specimens during initial phase of loading.
If a phase of loading could not be completed the number of cycles that were completed before failure was noted.
The first phase of loading was comprised of two cycles which imposed a force corresponding to 50%% of the theoretical strength of the test specimen.
At the early stage of the second phase of loading, one fully reversed cycle with equal amplitude of 100%% of the yield displacement was applied.
After each phase of loading the separation of the tendon ends was measured using the vernier caliper (Ortiz et al., 2012).
As expected, the settlements of the points on the footing corners and on the column stub were approximately uniform at the initial phase of loading, and then the settlements under the column stub grew faster (Davidović et al. 2010).
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After the recovery by DVR, the amplitude and phase of load voltage returned to normal.
The simulation results are given in Fig. 6. Figure 6(a) shows the voltage sag happens at 0.1s. Figure 6(b) shows the amplitude and phase of load voltage return to normal after the recovery of DVR. Figure 6(c) shows the injected voltage of DVR during the sag. Figure 6 d) shows the power change of DVR during compensation.
Alterations of bone biomechanical properties were mostly observed in the plastic phase of load-displacement curve as illustrated by a significant reduction of postyield load, postyield deflection, and plastic energy.
Higher bending values were registered in the starting phases of loading At the footing F8 than at the footing F6, which may be result of different compactness of the soil of these footings.
For comparison between the mechanical strength of CP-Ti screw implants with internal tube-in-tube implant-abutment connections and that of external hexagonal-type connections, all abutments and CP-Ti implants with external hexagonal-type connections were heavily damaged or destroyed in all phases of loading.
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