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Adaptivity exploits the constitutive assumption that the evolving microstructure depends in a continuous way on the macroscopic temperature field: macroscopic nodes with similar temperature evolutions use the same microscopic data.
In particular, one investigates the influence of (i) the constitutive assumption regarding the transverse extension occurring in the cross-section composite walls and (ii) the distribution of pre-buckling normal stresses (due to axial compression) on the buckling behaviour of I-section columns.
These criteria are then used as the basis of a constitutive assumption for fibre tension: specifically, it is assumed that the fibres are a monotonically increasing function of the fibre stretch and the strain-energy function consistent with this assumption is derived.
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The proposed method allows plausible constitutive assumptions for cavitation to be identified.
Constitutive assumptions, computational procedures and simulations will be collected in a companion paper.
Yet experiments and method for the characterization of material properties of polymers remain challenging due the need to reconcile constitutive assumptions with experimental conditions.
This approach delivers useful information to improve kinematic and constitutive assumptions for buckling and post-buckling models of boxes or thin-walled sandwich structures.
We then apply this criterion on the micromechanics-based Orowan equation for plastic flow, introducing a number of increasingly sophisticated constitutive assumptions on the model.
The classical BG wave problem is recovered if microrotation gradient is neglected in the constitutive assumptions but the resulting mode is again dispersive.
The global structural behaviour and dynamic properties of the compound have been evaluated using the Finite Element Modelling (FEM) technique, where the nonlinear behaviour of masonry has been taken into account by proper constitutive assumptions.
The static structural behaviour and the dynamic properties of the church have been evaluated using the finite element modelling technique, where the nonlinear behaviour of masonry has been taken into account by proper constitutive assumptions.
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