Sentence examples for modulus decreased from from inspiring English sources

Similarly, the elastic modulus decreased from 121 ± 7, 118 ± 7 to 114 ± 7 GPa, respectively.

However, the compressive Young's modulus decreased from 240.1 ± 96.8 to 34.4 ± 12.6 MPa, and compressive strength decreased from 7.8 ± 1.2 to 4.2 ± 0.8 MPa.

Peak strength and apparent Young's modulus decreased from the intact to the jointed specimens, reflecting a tendency analogous to that deriving from the use of classification systems to characterize rock masses.

Thus, hardness values change as a function of the compressive residual stresses magnitude and Young's modulus decreased from 63 GPa, at 0 V, to 47 GPa, at −63 V, being this value close to human bone (~30 GPa).

Application of the technique to the reaction of SO2 with activated soda indicated that the value of Thiele modulus decreased from 6.74 to 0.33 by the increase of fractional conversion of Na2CO3 to Na2SO3 from zero to 0.63.

However, the increase in deposition speed from 3 mm/s to 5 mm/s unlikely decreased the filament diameter from 508.3±25.5 μm to 304.6±15.8 μm, and as a result the elastic modulus decreased from 293±2.10 MPA to 275±5.67 MPa.

With increasing HMDSO inlet the hardness is reduced from approximately 4.1 to 1.7 GPa and the Young's modulus decreases from approximately 42 to 15 GPa, respectively.

The effective compressive modulus for both cage designs was also dependent on strut diameter, with modulus decreasing from 12.1 ± 2.3 GPa (1.25 mm) to 9.2 ± 7.5 GPa (1.00 mm) and 3.8 ± 0.6 GPa (0.75 mm).

When the concentration of PGS is up to 25 wt%, the blend's Young modulus decreases from ∼35.9 ± 7.1 to 7.5 ± 1.4 MPa and a twofold improvement in the sample stretchability was observed, compared with the pristine PLLA electrospun samples.

Results show that when the grain size of UNCDs decreases from 4.1 nm to 2.26 nm, the Young's modulus decreases from 891 GPa to 840 GPa, while the obtained intrinsic fracture strength, 113 GPa, is insensitive to the grain size.

The horizontal tensile stress at the bottom of the slab induced from the considered truck loading (no moisture or temperature differential in the concrete slab were considered in this example), which is a critical design variable in rigid pavements, decreases from 1.5 to 1.2 MPa, when the modulus decreases from 30 to 14 GPa.