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On the other hand, in the case of amorphous fiber-reinforced specimens, the increased fiber content in the concrete matrix induces less stretch in the normalized stress Poisson's ratio curves.
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Considering the cyclic effect of earthquake motion is closer to the experimental results of full-graded concrete specimens, the increasing amplitude of 20% for dynamic tensile and compressive strength is more suitable.
The difficulties in obtaining paediatric blood culture specimens and the increased yield with higher volume blood inoculum are well described [ 8].
However, depending on the dry density and water content of the specimen, the increasing rate of thermal conductivity becomes stable or even decreases with further increase of sand content.
In stenotic specimens, the increase in lateral recess diameter was significantly (P = 0.02) greater following use of the iO-Flex system (43%) versus HL (7%).
The results show that when the specimens were under compressive loads, the CTE along the loading direction of the specimens increased and that along the perpendicular direction decreased, with more changes in the former.
The UCS of the specimens increased from 163 kN/m2 for untreated specimen to 928 kN/m2 for specimens mixed with 10% of the quicklime which is about six times greater than the strength of the untreated sample.
It can be observed that, except the strain at RR of the bonded specimen, the strains increased almost linearly as the displacement increased.
As the stiffness of the specimen is increased, the density would be greater for the specimens, and the strength of the specimens would be high and with high ultimate carrying capacity (Fig. 15).
It was observed that damages on the specimens increased when the temperature decreased for all test samples.
As a consequence, strength loss of the specimens increased by the addition of FNS aggregate, as shown in Fig. 8.
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