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Coarse recycled concrete aggregate (RCA) is a variable material, and that variability can often make it less desirable for usage in concrete infrastructure.
A summary of the SSFEM theory is given, and it is shown how the method can be used to calculate the variability of strain and stress in a composite structure with variable material properties.
Modified Variable Material Properties method is used to calculate residual stresses in autofrettage process.
Hyperelastic behavior is modeled by using proposed power law strain energy function with variable material parameters.
The composite column has varying cross-section and variable material properties.
The failure temperature is evaluated while respecting variable material characteristics in time of growing temperature.
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The prediction results suggest that the newly proposed hybrid prediction method is feasible and effective and that it can be used directly to predict the acoustical properties of an exceedingly thick sample or a multilayer treatment consisting of variable materials.
The piping is of variable age, with some parts dating from 1910, and of variable materials.
A fifth example suggests an alternate representation that allows continuously-variable material density.
Also, effects of geometrical variables, material selection and core types were discussed.
For design variables, material property, panel thickness, and structural shape are taken into account, in addition to the structural damping factor.
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