Exact(4)
The upper reinforcement of the transverse beam of the specimen in this study fractured during the final stage of loading.
It is the most fragmentary specimen in this study, as it is an isolated knob lacking a handle.
However, these results may actually underestimate impact forces and stresses in average-sized knobs, because these estimates are based on the most fragmentary specimen in this study.
Hence, a sub-set of 450x450 pixels (in PBS) was used to image the area of the rubber specimen in this study.
Similar(56)
Out-of-phase loading does not affect the fatigue strength significantly for the specimens in this study.
Control specimens in this study were chosen by scale and shape of their nano component to compare the performance of GRH inside cement mortar.
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.
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 large scale nature of the test specimens in this study allowed for evaluation of the constructability of the developed repair technique in practice.
It has facility to determine both the peak and residual shear strength of soil, but the latter was not determined for the specimens in this study.
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