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Elastic-plastic behavior of axisymmetric plates
Circular plates of elastic-perfectly plastic material following Tresca yield condition, with both simple and fixed boundary conditions, and subjected to uniform loads, are analyzed throughout inelastic range; deflections and limit loads are obtained and compared to known analytic solutions; validity of yield condition and of analysis is verified by means of experiments of mild steel plates tested under uniform fluid pressure.
Elastic-plastic behavior of axisymmetric plates
Circular plates of elastic-perfectly plastic material following Tresca yield condition, with both simple and fixed boundary conditions, and subjected to uniform loads, are analyzed throughout inelastic range; deflections and limit loads are obtained and compared to known analytic solutions; validity of yield condition and of analysis is verified by means of experiments of mild steel plates tested under uniform fluid pressure.
Elastic-plastic behavior of axisymmetric plates
ASCE Structural Eng Conf -- Prepr
May, G.W. (author) / Gerstle, K.H. (author)
ASCE Structural Engineering Conference ; 1967
1967
37 pages
Conference paper
English
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