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The bulk material is idealized as an elastic semi-infinite continuum.
The material is idealized as networks of one-dimensional pin-jointed fiber elements defined by viscoelastic constitutive relations.
A general micromechanical method is developed for a micropolar composite with ellipsoidal fibers, where the matrix material is idealized as a micropolar material model.
The material is idealized using a modified form of the McCormick constitutive equation, which has an additional material parameter that allows the rate of transient aging to be varied without affecting its steady-state response.
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The mechanical behaviour of viscoelastic materials is idealized by simple elements utilized into the electrical circuit's theory (Tschoegl 1989).
The materials are idealized as two-phase continua with a solid phase and a fluid phase occupying every volume.
In the proposed model, the reinforced concrete in the joint panel is idealized as a homogenous material in a plane stress state.
The pile material is modeled as linearly elastic, while the soil is idealized using the Mohr Coulomb constitutive model with a non-associated flow rule.
GO is idealized as a continuum heterogeneous two-phase material, where the mechanical response of each phase, graphitic and oxidized, is informed from DFTB simulations.
The filling process is idealized via a multi-stage numerical technique capable of representing both undrained and drained conditions for the granular material.
But it is idealized.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com