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An analytical formulation has been developed in this article for predicting the equivalent elastic properties of irregular honeycombs with spatially random variations in cell angles.
A unified mixed, higher-order analytical formulation has been presented in this paper to predict general buckling as well as wrinkling of a general multi-layer, multi-core sandwich plate having any arbitrary sequence of stiff layers and cores.
Similar(58)
Two main analytical formulations have been recently proposed to take into account the singularity generated by the crack.
In this paper, a semi-analytical-semi-numerical formulation has been adopted to calculate the static and dynamic stiffness of pile foundations in the frequency domain, and some approximate expressions are suggested.
The formulation has been validated with the analytical results of supported cylinders available in the literature.
However, we agree that a matrix formulation has advantages vis á vis a more analytical attack on both dynamics (speaking also to reviewer 2's (Dr. Jacob's) comments) and the inverse problem.
The adequacy of this formulation has been shown by comparing its results with the analytical, finite element analysis based, and experimental results.
For this a semi-analytical model employing a reduced modal state space model of the coil and Hertz'ian theory for the contact formulation has been set-up.
That formulation has obvious political advantages.
But that formulation has proved problematic in an economic downturn.
This formulation has actually been policy for some time.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com