Von Misses Pure Shear in Kirchhoff’s Plate Buckling

Johnarry, Tonye; Ebitei, Francis Williams

doi:10.4236/ojce.2020.102010

Cited by 2 publications

(1 citation statement)

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“…The present study explains why it is untenable. In Johnarry and Ebitei, [7] [8], buckling was tracked by displacement and the Euler-type Curve-B in Figure 1, was achieved; the buckling strength of infinitely long "SSSS-plate" reduced significantly below the "4.0" literature value, [1] [2]. Similar improvements were found in other cases and especially the pure-shear cases [8] [9] [10].…”

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confidence: 70%

Spring-Value in Kirchhoff-Love Plate: Displacement, Buckling, Pure-Shear, Vibration

Johnarry¹

2021

OJCE

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The stiffness model of the finite element is applied to the Kirchhoff-love closed-form plate buckling; buckling is always in focus in plate assemblages. The useful Eigen-value solutions are unable to separate a square plate from a much weaker long one in the most commonly-used all-simply supported plate (SSSS), among others. Spring-values of the Kirchhoff-Love plate are sought; once found, displacement-factors can be determined. Comparative displacements allow an easier and better evaluation of buckling-factors, pureshear, vibration and so are termed "buckling-displacement-factors". In testing, many plates in mixed boundary conditions are evaluated for displacement assisted buckling-solutions, first. The displacement-factors made from fundamental Eigen-vectors, in a single-pass, are found to be within about one-percent of known elastic values. It is found that the Kirchhoff-Love plate spring and the finite-element spring, demonstrated, here, in the assemblage of beam-elements, are equivalent from the results. In either case, stiffness is first assembled, ready for any loading-transverse, buckling, shear, vibration. The simply-supported plate draws the only exact vibration solution, and so, in an additional new effort, all other results are calibrated from it; direct vibration solutions are made for comparison but such results are, hardly, better. In the process, interactive Kirchhoff-Love plate-field-sheets are presented, for design. It is now additionally demanded that the solution Eigen-vector be developable into a recognizable deflection-factor. A weaker plate cannot possess greater buckling strength, this is a check; to find stiffness the deflection-factor must be exact or nearly so. Several examples justify the characteristic buckling displacement-factor as a new tool.

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confidence: 70%