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This test specimen carried 34%% more load compared to the insufficient shear reinforcement (DE2).
DE1 test specimen carried 8%% more load compared to the insufficient shear reinforcement DE4 specimen.
DE1 shear reinforcement sufficient specimen carried 10%% more load compared to the insufficient shear reinforcement DE3 specimen.
Interestingly, single-staple constructs were seen to be able to withstand 2.62 times more load compared to plate fixations before 2 mm gapping occurred during four-point bend in this plane (p < 0.001).
The bending rigidity of the single-staple constructs under dorsoventral loading, however, were shown to be comparable to plate constructs with the former also showing the capacity to withstand 2.62 times more load compared to the latter before 2 mm gapping occurred.
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From the comparison of maximum load, it has been seen that precast connections are capable to resist more load as compared to monolithic connection.
From the study, it is observed that precast wet connections considered in this study are more ductile and able to resist more load as compared to monolithic connections.
It is observed that specimen PC-CRS is capable to resist more load as compared to all other precast connections as well as monolithic connection.
Stronger connections resisted more than twice the load compared to the weaker connections.
As expected, subjects responded more slowly under high attentional load compared to low attentional load (F (1,13) = 114.57, p<.001) and significantly less accurately (F (1,13) = 20.26, p = .001 ).001
17 Referring to insulin demand, these hormones could be more involved compared with adiponectin through their insulin-secreting effect, although incretins seem to be responsible for higher insulin release after an oral glucose load compared with an intravenous glucose load.
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