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The modelling method is characterised by a decomposition of the model into interacting submodels and by a stepwise introduction of simplifying assumptions on different decomposition levels.
An application of this modelling method is realized by commercial software packages by importing fully coupled ANSYS© – models in MATLAB©.
The modelling method is simple to implement and highly efficient to compute.
An accurate or improved modelling method is definitely required for the PIP system.
In this way, the 3D realistic numerical modelling method is developed.
In this paper a hierarchical multiscale modelling method is proposed to analyse the strain-hardening and multiple-cracking tensile fracture behaviour of engineered cementitious composites.
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Key features of the modelling method are described, as are the stages of modelling and the associated use of proprietary modelling tools.
The numerical results of the fuzzy modelling method are compared with the results of a conventional linear regression model.
Benefits and limitations of each modelling method are discussed.
The effects of various factors, namely the shape of the probe, the contact between the probe and sample and the modelling method, were also evaluated.
This modelling method was used because the dependent variable (damage level) is a 3-level ordinal data.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com