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Elasticity principle is applicable.
Elasticity principle is applicable There is an internal energy "potential".
The formulation is established based on the linear, small-strain, three-dimensional elasticity principle, and thep-Ritz method is employed for computing the solution of the problem.
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To achieve this objective, the anisotropic elasticity principles were employed to characterize the proximity of the applied stresses to the strength envelope of the particulate soils.
The present formulation is based on the linear, three-dimensional, small-strain elasticity energy principle.
Based upon Gurtin's theory of surface elasticity and principle of finite deformation, we abstract the TMT as a nanobeam with two clamped ends, and the close-formed governing equation set is derived accordingly.
First published in McSweeney's in 2012, Multiples tests the elasticity of that principle.
In principle, elasticity can be derived from the stress and strain parameters measured in tissue structures.
The governing equation and boundary conditions are derived with the help of strain gradient elasticity theory and Hamilton principle.
The model is derived based on the assumptions of Darcy's fluid flow through the mudcake and formation and the superposition principle of elasticity.
The viscoelastic Hill and localization tensors as well as the homogeneous viscoelastic stiffness tensors are firstly derived by combining the homogenization theory of elasticity and the correspondence principle.
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