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Strona 2_redak - Instytut Agrofizyki im. Bohdana Dobrzańskiego ...

Strona 2_redak - Instytut Agrofizyki im. Bohdana Dobrzańskiego ...

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35<br />

The micropolar elasto-plastic constitutive model of a granular material with<br />

isotropic hardening and softening differs from the classical theory of plasticity by<br />

the presence of rotations, couple stresses, and a characteristic length corresponding to<br />

the mean grain diameter. Due to the introduction of rotations into the kinematics, each<br />

material point in the 3D case has three translational and three rotational degrees of<br />

freedom, while in 2D and in axis-symmetrical cases two translational and one<br />

rotational degree of freedom. The gradient components of the rotation cause<br />

curvatures that are associated with the couple stresses. This makes the stress and<br />

strain tensors non-symmetric, and the constitutive equation contains the characteristic<br />

length. The micropolar elasto-plastic model in Mühlhaus’s approach [119] was<br />

formed by the extension of the non-associated elasto-plastic flow rule of Drucker-<br />

Prager with isotropic hardening and softening by the Cosserats’ rotations, curvatures,<br />

couple stresses, and mean grain diameter. As a result, the micropolar model includes<br />

the characteristic length and at the same t<strong>im</strong>e retains the essence of the continuous<br />

medium. The constitutive model of granular materials formulated by Mühlhaus<br />

contains a number of constants and of material functions that have to be determined<br />

exper<strong>im</strong>entally. These include the modulus of elasticity, Poisson constant, cohesion,<br />

dependence of internal friction angle on plastic strain, dependence of dilatation angle<br />

on plastic strain, mean grain diameter, and micropolar constants.<br />

a) b)<br />

c) d)<br />

Fig. 3.15. Comparison of the particle displacement (a, b) and rotation (c, d) fields obtained from the<br />

discrete method (a, c) and the continuum method (b, d) for the case of loading by (a, b) normal and<br />

shear stress (c, d) couple stresses [32]

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