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Interesting examples of isotropic auxetic materials (with negative Poisson's ratio) and non-trivial materials with isotropic elasticity but anisotropic fracturation (weak direction) are shown.
Numerical examples of isotropic panels show that the local buckling loads predicted by the proposed method match detailed finite element calculations well for eccentric or symmetrically located stiffeners with different torsional stiffness.
Apart from natural earthquakes, man-made events such as nuclear explosions (e.g., Ford et al. 2009) are notable examples of isotropic events.
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Examples of homogeneous, isotropic beams with rectangular and square cross-sections are given to illustrate the method of analysis and the physical behavior.
Many examples of elastic, isotropic, stationary annular-like disks are studied analytically and experimentally for free-free and clamped-free boundary conditions.
Example problems of isotropic and orthotropic sector plates and rectangular plates as a degenerate case have been considered, and the results are compared with existing solutions.
For example, solutions of isotropic bicelles modulate the amyloid formation of full-length prion protein.
Examples of pores in isotropic and transversely isotropic pyrolytic carbon matrices are considered.
To ensure the validity and accuracy of the method, numerous examples for isotropic and functionally graded sector plates with various boundary conditions are presented.
Principles of designing a phase function to achieve the desirable distribution of turbulence scales, and two-point correlations, are outlined by considering the example of Uniform Isotropic Turbulence.
The efficiency of the proposed method is investigated through two numerical examples for isotropic and laminated composite plates.
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