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The field strength obtained for an unmagnetized plasma is given last and compared with the previously obtained results.
The flexural strength obtained for all concretes is shown in Fig. 13 with the tensile splitting strength.
The CPB strength is represented with normalized strength (i.e., CPB strength at any time/CPB strength obtained for 160-day CPB).
Compressive strength obtained for PLA/PEG-5 BC wt% was 9.8 MPa, which significantly dropped after developing a porous structure to 4.9 MPa.
While comparing the tensile strength of both as-cast and T6 heat-treated SiC-reinforced Al 7075 composites, Kalkanli and Yilmaz (2008) reported the maximum tensile strength obtained for the T6 heat-treated composite with 10 wt.% SiC. Figure 13 represents a comparison of tensile test results for both the as-cast and heat-treated SiC-reinforced Al 7075 matrix composites.
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The results showed that there is a significant difference between the two groups of strengths obtained for concentrations binder/solid equal to 5 (C5) and 10 (C10) and equal to 6.25 (C6_25) and 7.5 (C7.5).
UCSJ and EJ increases with increasing joint distance (d) for all joint inclination angel values, with the highest and lowest strengths obtained for d = 50 mm and d = 20 mm, respectively.
This also supports the conclusion that, the difference between the peel strengths obtained from FRPT and CPT for bonded joints with the same failure modes are due to the differences in stiffness and ductility of the peeling off adherend and not due to lower cohesive strength.
N1m and ASSR source strength decrements observed in ipsi- or the contra-lateral masking conditions were normalized with respect to the source strength obtained in the control condition for each hemisphere of each subject (normalized decrement = (source strength unmasked-source strength masked)/source strength unmasked).
The maximum tensile strength obtained confirms a very promising technology for industrial applications.
The significantly larger shear strength was obtained for the repaired beam compared with the initial shear strength (Fig. 11).
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