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The validation of the constitutive models was performed on the basis of experimental tests performed using Fontainebleau sand.
In this work, a constitutive model for the mechanical response of crease lines is proposed and validated on the basis of experimental tests available in the literature.
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In this paper, the compressive response of solid clay brick masonry is analyzed on the basis of a series of experimental tests performed on brickwork prisms made with different constituents, either old and new clay bricks arranged with cement and lime mortar, subjected to both concentric and eccentric loading with different load eccentricities.
On the basis of obtained results, the results of experimental tests and numerical analyses have been found compatible in the scope of specific relationships i.e. force vs. time, internal damage areas and laminates damage mechanism prevailing in their structure.
Number of experimental tests.
In this work, aiming at showing the advantages of such devices, a FEM model of perforated panels has been calibrated on the basis of recent experimental tests.
The aim of the paper is to describe hydraulic stability of rock-armoured low-crested structures on the basis of new experimental tests and prototype observations.
A stress strain prediction model was suggested on the basis of the experimental tests.
The applied models are suitably calibrated on the basis of available experimental tests.
Also, a parametric study based on a FEM numerical model calibrated on the basis of the experimental tests is developed.
For this purpose, an analytical model is set up and calibrated on the basis of available experimental tests.
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