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Uniformly loaded plate supported by an array of circular posts
AbstractAn infinite, uniformly loaded thin plate is supported by an infinite two-dimensional array of circular posts. The moment, shear and deflections are determined by collocation methods. As the post radii b shrink to zero, asymptotic analysis shows the maximum moment increases as |lnb| and the maximum shear increases as b−1. The triangular array is found to incur much lower stresses and deformations than the square array.
Uniformly loaded plate supported by an array of circular posts
AbstractAn infinite, uniformly loaded thin plate is supported by an infinite two-dimensional array of circular posts. The moment, shear and deflections are determined by collocation methods. As the post radii b shrink to zero, asymptotic analysis shows the maximum moment increases as |lnb| and the maximum shear increases as b−1. The triangular array is found to incur much lower stresses and deformations than the square array.
Uniformly loaded plate supported by an array of circular posts
Wang, C.Y. (author)
Thin-Walled Structures ; 43 ; 1699-1710
2005-07-12
12 pages
Article (Journal)
Electronic Resource
English
Plate , Posts , Stresses , Deflections
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