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As a result, the above variation characteristics are found in the phase difference.
Microstructure and morphological variations in thermally aged fractured specimens were used to explain the above variation in the mechanical properties.
Due to interaction with stiff soil types S3 and S4, the above variation is less than 10%%.
Further, in this mode, apart from a region close to buckling, the above variation is almost the same for clamped-pinned, pinned-free and free-free beams.
Numerical results show that this closed-form expression roughly describes the above variation for sliding-free, clamped-clamped and clamped-sliding beams in a fundamental vibration mode.
The effect of flexibility of soil, stiffness of raft of piled raft foundation, slenderness ratio of chimney and of chimney elevation on the above variation is studied.
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Such accounts recognize the above variations in relationships, but present a general characterization of categories that can be further specified for relationships of different types.
ESEM observations of the seed surface link the above variations to variations in the surface roughness and the bulk crystal strain.
Stability analysis carrien out with the above variations taken into consideration is found to give a good qualitative agreement with the experimental results.
The nominal system, i.e. one with the mean value of the bifurcation parameter is assumed to be stable; however the above variations may occasionally bring the system temporarily into its domain of dynamic instability.
The reason of the above variations is tentatively assigned to hydrophobic forces acting on P3HT chains being in the polar environment, i.e., PMMA matrix, which forces P3HT aggregates to conform a specific arrangement inside the matrix.
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