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We observe an equivalent behavior in the combinations Nos. 9 and 10, in which from a variation of the ballast modulus follows both an increase of the response transferred to the superstructure and a bending moment decrease in the rail.
In every other cases to an improvement of the mechanical characteristics of one of the layers (ballast, sub-ballast, super-compacted layer, soil embankment) corresponds to an increase of the load on the bed surfaces and a bending moment decrease on the rail.
As for VMoSe6 vacancy geometry, the vacancy induced magnetic moment decrease under the imposed tensile strain.
The nonlinear properties of foundations make the stiffness of the structure low, the response of rotational angle increase, and the response of bending moment decrease.
Accordingly, the width of hysteresis loop and the magnetic moment decrease due to the substitution of the magnetic Co element by Zn element which is a non-magnetic material.
Comparing results of dipole moment and the stabilization energy show that with increasing E (2) the dipole moment decrease and at the all adsorption models with doping 1Ca and 2Ca atoms the dipole moment increases significantly from original values.
Similar(49)
At this moment, decreases on,,, and,.
The average dipole moment decreased with salt concentration.
As the interbracket distance increased, the posterior moment decreased, and the anterior moment remained constant.
In most of the cases the dipole moment decreases with increasing substitution.
Figure 8 shows that the critical bending moment decreases nonlinearly with hardening exponent.
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