A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Elastic buckling of perforated plates under shear
Abstract Finite element studies aimed at computing the buckling coefficient for plates containing cut-outs and subjected to shear are reported. The cases considered are: 1. Square and rectangular plates with central circular cut-outs. 2. Square plates with centrally placed rectangular cut-outs. 3. Square plates with eccentrically placed circular cut-outs. 4. Square plates with reinforced circular cut-outs. 5. Square plates with reinforced rectangular cut-outs. Simply supported plates as well as clamped plates have been studied and approximate formulae for the use of designers have been suggested for the practical cases where the hole dimension is generally not greater than half the width of the plate.
Elastic buckling of perforated plates under shear
Abstract Finite element studies aimed at computing the buckling coefficient for plates containing cut-outs and subjected to shear are reported. The cases considered are: 1. Square and rectangular plates with central circular cut-outs. 2. Square plates with centrally placed rectangular cut-outs. 3. Square plates with eccentrically placed circular cut-outs. 4. Square plates with reinforced circular cut-outs. 5. Square plates with reinforced rectangular cut-outs. Simply supported plates as well as clamped plates have been studied and approximate formulae for the use of designers have been suggested for the practical cases where the hole dimension is generally not greater than half the width of the plate.
Elastic buckling of perforated plates under shear
Narayanan, R. (author) / der Avanessian, N.G.V. (author)
Thin-Walled Structures ; 2 ; 51-73
1984-01-01
23 pages
Article (Journal)
Electronic Resource
English
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