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This section describes the setup for testing the HSRC beam specimens in this study.
Open image in new window Fig. 2 Setup for testing the HSRC beam specimens in this study.
Out-of-phase loading does not affect the fatigue strength significantly for the specimens in this study.
A torsion testing device (AG-XR; Shimadzu, Kyoto, Japan) was used on all implant test specimens in this study (Fig. 1).
The purpose of the push-out test applied to the specimens in this study was to cause fracture of the dentin/cement and cement/post interface.
The large scale nature of the test specimens in this study allowed for evaluation of the constructability of the developed repair technique in practice.
Control specimens in this study were chosen by scale and shape of their nano component to compare the performance of GRH inside cement mortar.
The gauge length of L 3 was used in the Chinese code JGJ355-2015 and uniformly adopted for all 36 specimens in this study for the sake of comparison.
The shear strength of the MSW obtained in this study was lower than the reported values in other countries, which was caused by the less fibrous materials in the specimens in this study.
The applicability of the presented methodology was verified by the experimental data of TC21 titanium alloy notched tubular specimens in this study and SAE 1070 steel notched shaft specimens from the literature.
The anchor specimens in this study were equipped with the recommended anchor reinforcement by the authors, which emphasizes the importance of confining core concrete and restraining concrete from cracking in addition to distributing loads from the anchor to the rest of the structure/structural element.
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