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Of particular interest in the current investigation is the variation of the elastic modulus and the yield strength, of the type E = E0 y0/y and σY = σY0 y0/y.
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Thus, the strong dependence of inhibition strength on the type of substrate used seems to also be true for EGs.
The tensile and shear strengths of the type III beams are augmented by addition of type II and type III beams.
Note that the strength of this type of coupling would increase with the local compositional difference between the monolayers.
In order for us to wrap our heads around the strength of this type of worldwide project, let's take a moment to imagine the vast biodiversity of our planet.
This paper presents an empirically based approach that allows estimation of the shear strength of this type of materials in terms of Mohr Coulomb cohesion and internal friction angle values.
The strength of this type of steel is achieved by a combination of solid-solution hardening and precipitation strengthening by intermetallic Laves phase particles.
The amount of the spread varies widely depending upon the size of the issue, financial strength of the issuer, type of security involved, status of the security and the type of commitment made by the investment bankers.
Depending on the substrate texture, rendering mortars with different consistencies increase the bonding strength of this type of systems.
The enhancement pattern is dependent on several factors including the strength of the magnet, type of pulse sequence and amount of contrast.
The strength of the correlation, the type of the covariance structure and a skewed distribution do not have any impact on the behavior of the test (see figures and tables in the Additional files 2, 4, 5, and 6).
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CEO of Professional Science Editing for Scientists @ prosciediting.com