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Stability of plates under partial edge loadings
Solutions to plate stability problems involving rectangular plates under partial edge compression; 7 different load combinations are investigated for clamped and simply supported plates having height-to-width ratios of 1/3 to 3; results are presented in form of charts, with buckling coefficients plotted as function of plate shape for each loading case; cricital load is obtained by generating equations for varying load intensity and then finding intensity at which determinant of system is zero.
Stability of plates under partial edge loadings
Solutions to plate stability problems involving rectangular plates under partial edge compression; 7 different load combinations are investigated for clamped and simply supported plates having height-to-width ratios of 1/3 to 3; results are presented in form of charts, with buckling coefficients plotted as function of plate shape for each loading case; cricital load is obtained by generating equations for varying load intensity and then finding intensity at which determinant of system is zero.
Stability of plates under partial edge loadings
ASCE -- Proc (J Eng Mechanics Div)
White, R.N. (author) / Cottingham, W.S. (author)
1962
20 pages
Article (Journal)
English
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