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Analysis of simply supported plates subjected to uniformly distributed load is investigated; analysis is based on yield condition for orthotropic metals suggested by Hill, which reduces to Mises yield condition for isotropic materials; classical method and proposed variational method are used in investigation; comparison of results shows that multipliers obtained are in close agreement and that proposed variational method provides convenient means for estimating safety factor. (See also ASCE -- Proc v 90 (J Eng Mechanics Div) n EM5 Oct 1964 pt 1 paper 4109 p 375-95)
Analysis of simply supported plates subjected to uniformly distributed load is investigated; analysis is based on yield condition for orthotropic metals suggested by Hill, which reduces to Mises yield condition for isotropic materials; classical method and proposed variational method are used in investigation; comparison of results shows that multipliers obtained are in close agreement and that proposed variational method provides convenient means for estimating safety factor. (See also ASCE -- Proc v 90 (J Eng Mechanics Div) n EM5 Oct 1964 pt 1 paper 4109 p 375-95)
Limit analysis of circular orthotropic plates
ASCE Structural Eng Conference -- Preprint
ASCE Structural Engineering Conference ; 1964
1964
23 pages
Conference paper
English
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