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The third part presents a study of constitutive and numerical modelling, based on the experimental results.
Since experimental material testing of individual masonry components (e.g., masonry unit and mortar joints) often produces highly variable results, this paper presents a numerical modelling based approach to address the associated uncertainty for the prediction of the maximum compressive load of masonry prisms.
The article presents detailed results of the experiment made and advanced numerical modelling based on nonlinear analysis and application of fracture-plastic model.
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A numerical model based on coupled nonlinear Schrödinger equations with an assumption of incoherent feedback19 reproduces the experimentally observed smooth spectrum as well.
To simulate the experiments, a numerical model based on dynamic finite element analysis was constructed.
A numerical model based on linear drying in finite time intervals was developed.
We precede several experimental data for realizing a numerical model based on TRNSYS software.
A corresponding numerical model based on the Ansys/Fluent computational fluid dynamics code was built.
A thorough validation process of the numerical model, based on published experimental data is described.
A several experimental data have been added for realizing a numerical model based on TRNSYS software.
Similarly a two-dimensional numerical model based on the Volume of Fluid (VOF) scheme is applied.
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