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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 Structural Eng Conference -- Preprint 111 Oct 19-23 1964 23 p)
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 Structural Eng Conference -- Preprint 111 Oct 19-23 1964 23 p)
Limit analysis of circular orthotropic plates
ASCE -- Proc (J Eng Mechanics Div)
1964
21 pages
Article (Journal)
English
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