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Any difference in mechanical behaviour for R and RO series after mode 2 test (see Fig. 2a, b) was stated.
This paper presents a new formulation to account for the effect of structure on the mechanical behaviour for structured soils.
However, it is encouraging to note that, as the key features of the mechanical behaviour for these materials occur at small strains, where the difference between the stress strain curve assuming volume conservation, and the observation using the line laser measurement is small.
The obtained formulations are first applied to crystallographic materials, and a crystal gradient plasticity model is developed to account for the influence of microscopic slip rearrangements on the macroscopic gradient-dependent mechanical behaviour for this class of materials.
Although the effects of residual stresses are relatively small in diastole, the model can be extended to explore the full impact of residual stress on LV mechanical behaviour for the whole cardiac cycle as more experimental data become available.
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It was also revealed that modern theoretical models of the elasticity can be successfully applied not only for the description of the mechanical behaviour of polymers, but also for better understanding of the mechanism of elasticity in them.
A thermodynamic approach of relaxation phenomena called distribution of nonlinear relaxations (DNLR) was proposed to account for the nonlinear mechanical behaviour of the obtained polyamide blends for different compositions and extrusion conditions.
This article offers a specific application of this powerful mechanism used for analyzing the mechanical behaviour of constructive elements in the design phase, prior to the laboratory tests' stage.
However, there has been limited work characterising the time-dependent mechanical behaviour of hydrogel scaffolds for nucleus pulposus tissue engineering.
The proposed combined approach demonstrates the tight correlations between experimental and numerical techniques in characterising the mechanical behaviour of foamed concretes for practical design purposes.
The proposed model consists of an extension to large strains of a model previously proposed for moderate strains [Cangémi, L., Meimon, Y., 2001. A two-phase model for the mechanical behaviour of semicrystalline polymers. Oil Gas Sci. Technol. – Rev. IFP 56 (6), 555 580].
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