Sentence examples for material inhomogeneity parameter from inspiring English sources
Material inhomogeneity parameter (m) is a power in the mentioned power law function.
Material inhomogeneity parameter (n) is a power in the mentioned power law function.
Following this, profiles of extension ratio and stress components are plotted as a function of radius of sphere in the undeformed configuration for different material inhomogeneity parameter (m).
The achieved outcomes display that the material inhomogeneity parameter(m) and structure parameter(β: ratio of outer radius to inner radius) influence considerably on the mechanical behavior of thick-walled hollow cylindrical shell made of functionally graded materials.
The obtained results show that the material inhomogeneity parameter (n) and structure parameter (β: ratio of outer radius to inner radius) have a significant influence on the mechanical behavior of rotating thick-walled hollow cylindrical shell made of functionally graded materials with power law varying properties.
In the dynamic analysis, as research parameters, material inhomogeneity and foundation constants are considered.
Some useful discussions and numerical examples are also presented to show the significant influence of material inhomogeneity, and adopting a certain value of the inhomogeneity parameter β can optimize the piezoelastic responses.
Numerical examples are given and discussed to show the significant influence of material inhomogeneity, and adopting a certain value of the inhomogeneity parameter β can optimize the mechanical electric responses.
Some useful discussions and numerical examples are presented to show the significant influence of material inhomogeneity, and adopting a certain value of the inhomogeneity parameter β and applying suitable electric, thermal and mechanical loads can optimize the FGPM hollow cylindrical structures.
Furthermore, the influence of the geometric parameter, boundary condition and material inhomogeneity on dynamic characteristics is discussed in detail.
Some new results for the thermo-mechanical buckling and nonlinear free vibration analysis of the FG beams such as the effects of vibration amplitude, material inhomogeneity, nonlinear elastic foundation, boundary conditions, geometric parameter and thermal loading are presented to be used in future references.
