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Table 3 describes the design load and material properties considered.
The material properties considered included admixtures, slump, percent volume of water and cement, water content, cement content, water-cement ratio, air content, and compressive strength.
The material properties considered here are the melting temperature, Curie temperature, Debye temperature, superconductive temperature, cohesive energy, activation energy of diffusion, vacancy formation energy.
However, it has been found that for the material properties considered, low value of crack closure levels have been identified.
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The formulation, applicable for general laminate configurations with arbitrary layup and materials properties, considers extension, bending, twisting and electric field actuation loadings with full electromechanical coupling.
These values did not appear to be affected by time effects for the material and geometric properties considered in this study.
Components of the FRP plate with different geometric and material properties are considered to study their effects on the interfacial stresses.
Transversely isotropic material properties are considered in this study.
To construct a more faithful FE model, bone material properties are considered inhomogeneous and isotropic in this study.
Spatially continuous variations of the material properties are considered.
Beams with different ratios of material properties are considered.
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