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The sediment thickness is moderately thick with average thickness of about 10 m and thinnest at the NE flank (outcropping).
For such applications, the corresponding wall thickness has to be moderately thick or thick and the background theory is required using the shear deformation theory or elasticity theory.
The disc is modelled by moderately thick plate theory.
Our model is valid for moderately thick to slender beams as comparing to finite element calculations.
Moderately thick circular tubes under compression crush progressively by axisymmetric folding.
The pipeline is modeled as a simply supported laminated moderately thick cylindrical shell.
Stress analysis of moderately thick laminated cylindrical panels with different loading and boundary conditions is presented.
First-order shear deformation theory (FSDT) is used for modeling of moderately thick plates.
It is shown that shear deformations cannot be ignored even for moderately thick plates.
A free vibration analysis of moderately thick skew plates with oblique internal line supports is presented.
A consistent second order moderately thick plate theory is used for the disc.
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