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Shear Modulus

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shear modulus

[′shir ‚mäj·ə·ləs]
(mechanics)
McGraw-Hill Dictionary of Scientific & Technical Terms, 6E, Copyright © 2003 by The McGraw-Hill Companies, Inc.

modulus of rigidity, modulus of shear

In an elastic material which has been subjected to stress, the ratio of the shearing stress to the shearing strain.
McGraw-Hill Dictionary of Architecture and Construction. Copyright © 2003 by McGraw-Hill Companies, Inc.
The following article is from The Great Soviet Encyclopedia (1979). It might be outdated or ideologically biased.

Shear Modulus

 

(or rigidity modulus), a quantity characterizing shearing deformation. It is equal to the ratio of the shearing stress τ and the shearing angle γ (shearing strain). (See alsoMODULI OF ELASTICITY.)

The Great Soviet Encyclopedia, 3rd Edition (1970-1979). © 2010 The Gale Group, Inc. All rights reserved.
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References in periodicals archive
Its linear part is used to determine shear modulus value.
Symbols ILSS: Interlaminar shear strength I[Lss.sub.max]: Maximum interlaminar shear stress [DELTA][[alpha].sub.max]: Maximum difference of axial coefficients of thermal expansion between carbon fiber and epoxy [DELTA][T.sub.max]: Maximum temperature variation between stress-free temperature and ambient temperature [G.sub.max]: Maximum shear modulus in axial direction [[alpha].sub.CFACTE]: Carbon fiber's axial coefficient of thermal expansion [[alpha].sub.epoxy]: Epoxy's axial coefficient of thermal expansion [T.sub.s]: Stress-free temperature [T.sub.coldest]: Coldest temperature [G.sub.CFASM]: Carbon fiber's axial shear modulus N: Cycle numbers to failure [DELTA]T: Temperature variation.
The effects of the shear modulus ratio [G.sup.SL] of the soil and die, the Poisson ratio [v.sup.s] of the soil material, the fractional-derivative order [alpha], the material parameter ratio [T.sub.[sigma]]/[T.sub.[epsilon]] on the radial displacement, and the hoop stress amplitude were investigated.
The first one is the maximum shear modulus, [G.sub.0], which can be measured in the order of ~10-5-10-3% cyclic strain range.
Solving Equation 1 and 2, both derived from bending tests, it leads to values of longitudinal modulus of elasticity and shear modulus, Equation 3 and 4, respectively.
Caption: FIGURE 1: Shear modulus [[mu].sub.x]; a = 2, b = 1; [k.sub.1] = [k.sub.3] = 1, [k.sub.2] = 2.
In the formula mentioned above (see (1)), E is Young's modulus, G is shear modulus, [rho] is the density, and [mu] refers to Poisson's ratio.
where [K.sub.w] and [K.sub.G] are Winkler modulus for normal load and shear modulus for transverse shear loads, respectively.
Keywords: Normalized shear modulus Damping ratio Hyperbolic model Nonlinear multiple regression model Rockfill material
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