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Additionally, the effect of photoactivity is also more pronounced in case of materials prepared at 500°C in comparison to the materials treated at 400°C.
The normal unitary effort, in case of materials that behave structurally, can be expressed by introducing a complex elasticity module: E ′ = E · u + i · v, (16 where, E represents the elasticity module for steel.
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A material independent anelastic function developed by Kristek and Moczo [25] was used since it is preferable in case of material discontinuities in the FD grid [12, 26].
In case of bulk materials, all the bonding requirements (ionic, covalent, or metallic) of the material constituent atoms are filled by other atoms in the material.
In case of granular materials, the velocity is constant (independent of the filling level of silo).
In case of cementitious materials, presence of water may lead to long term degradation by leaching.
Tests proved viability of the concept (especially in case of porous materials), but further research is needed.
But in case of PFP materials, only temperature dependent thermal properties were considered to focus on the thermal effects.
The two branches of curve p = p are not symmetric with respect to the origin of axes, especially in case of brittle materials.
Nevertheless, in case of presented materials, it is observed that higher visible light absorption and lower E g values indicate higher visible light photoactivity.
It reveals that in case of nanocrystalline materials, the cation preference over a particular site does not hold well due to surface effects.
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