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Vibration Analysis of Mindlin Plates with Cracks by MLSElement Method

โœ Scribed by L. Zhou; Y. Xiang

Book ID
119353248
Publisher
Elsevier
Year
2011
Tongue
English
Weight
248 KB
Volume
14
Category
Article
ISSN
1877-7058

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๐Ÿ“œ SIMILAR VOLUMES

Vibration of Rectangular Mindlin Plates
Vibration of Rectangular Mindlin Plates by the Spline Strip Method
โœ T. Mizusawa ๐Ÿ“‚ Article ๐Ÿ“… 1993 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 383 KB

This paper presents an analysis of the vibrations of rectangular Mindlin plates by the spline strip method. To demonstrate the convergence and accuracy of the method, several examples are solved, and results are compared with those obtained by analytical and other numerical methods. Stable convergen

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Free vibration analysis of Mindlin sector plates: Numerical solutions by differential quadrature method
โœ F.-L. Liu; K.M. Liew ๐Ÿ“‚ Article ๐Ÿ“… 1999 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 884 KB

In this paper, the free vibration analysis of moderately thick sector plates based on Mindlin's first-order shear deformation theory is examined. The solutions to this problem are determined using the differential quadrature (DQ) method. For numerical evaluation, the DQ formulations for free vibrati

FREE VIBRATION ANALYSIS OF MINDLIN PLATE
FREE VIBRATION ANALYSIS OF MINDLIN PLATES WITH UNIFORM ELASTIC EDGE SUPPORT BY THE SUPERPOSITION METHOD
โœ D.J. Gorman ๐Ÿ“‚ Article ๐Ÿ“… 1997 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 218 KB

Utilizing the superposition method, a solution is obtained for the free vibration eigenvalues of Mindlin plates resting on uniform lateral elastic edge support. Subsequently, it is shown how minor modifications to the eigenvalue matrix permit the incorporation of the additional effects of rotational

VIBRATION ANALYSIS OF CIRCULAR MINDLIN P
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โœ K.M. Liew; J.-B. Han; Z.M. Xiao ๐Ÿ“‚ Article ๐Ÿ“… 1997 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 224 KB

Axisymmetric free vibrations of moderately thick circular plates described by the linear shear-deformation Mindlin theory are analyzed by the differential quadrature (DQ) method. The first fifteen natural frequencies of vibration are calculated for uniform circular plates with free, simply-supported