HIGHLIGHTS
- who: EDITOR from the Jiaotong University have published the paper: A New Shear Locking-Free Quadrilateral Plate Element for Free Vibration and Eigen-Buckling Analysis, in the Journal: (JOURNAL)
SUMMARY
It should be pointed out that in early days, most of the research concentrated on the classical plate theory (CPT) which requires displacement and its derivatives to be continuous across element boundaries, thus C1 continuity is a necessity. Efforts, therefore, have been devoted to developing elements based on the Mindlin plate theory (MPT) which accounts for shear deformations, and requires only C0 continuity . . .
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