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− τ c and γ c : shear stress and strain, respectively, at the last change of loading
direction;
G MAX : initial tangent shear modulus;
n = 1 at first loading and n = 2 afterwards;
r , α: material constants;
− τ y : maximum stress corresponding to Coulomb's criterion;
− τ y = G MAX y .
Figure 10.11. Shear modulus and damping ratio versus shear strain
During one cycle, the elastic energy W = 1/2. τ C . γ C is restored, whereas the
plastic energy is dissipated during the material shearing. The damping ratio D
measures the dissipated fraction of the energy:
W
Δ
D =
By integrating Ramberg-Osgood's expression, the coefficient of the damping
ratio D permits us to measure the parameter r and the ratio G/G MAX :
2r-1
G
D =
1-
π
r + 1
G
max
 
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