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Initially, classical modelling is conducted to determine how the geometry affects the stresses in the joint.
Furthermore, finite element (FE) modelling is conducted for several cases using ANSYS software to show validity and accuracy of the predicted results for the problem.
All modelling is conducted in ABAQUS/Standard (an implicit solver) and the models demonstrate stable performance with significant levels of damage.
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The oil spill modelling was conducted by an oceanographer, Laurent Lebreton, and was peer-reviewed by Matthias Tomczak, emeritus professor of oceanography at Flinders University.
Structural equation modelling was conducted using SmartPLS software version 2.0 M3.
Unsteady state numerical modelling was conducted by COMSOL Multiphysics™.
Latent growth modelling was conducted as described above.
Modelling was conducted in Tree Age Pro 2012.
The modelling was conducted using STATA version 10.
Descriptive statistics were conducted using SAS V.9.1, and regression modelling was conducted using Stata V.11.
The modelling was conducted under the analyst's control, not with an automated algorithm.
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