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Method is given to analyze bending of rectangular plates loaded beyond elastic limit; plastic strains are treated as equivalent lateral loads and edge moments; method can be applied to materials with arbitrary stress-strain characteristics under arbitrary sequence of loading conditions, including reversed and repeated loadings; numerical example of calculating stress distribution and deflection surface of rectangular plate under uniform lateral load beyond elastic limit is given; calculated plastic strain distribution and deflections are shown.
Method is given to analyze bending of rectangular plates loaded beyond elastic limit; plastic strains are treated as equivalent lateral loads and edge moments; method can be applied to materials with arbitrary stress-strain characteristics under arbitrary sequence of loading conditions, including reversed and repeated loadings; numerical example of calculating stress distribution and deflection surface of rectangular plate under uniform lateral load beyond elastic limit is given; calculated plastic strain distribution and deflections are shown.
Elasto-plastic bending of rectangular plates
ASCE -- Proc (J Eng Mechanics Div)
1968
12 pages
Article (Journal)
English
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