作者: E.S. Folias
DOI: 10.1007/BF00186748
关键词: Physics 、 Shell (structure) 、 Condensed matter physics 、 Extensional definition 、 Structural engineering 、 Spherical cap 、 Singular behavior 、 Singularity
摘要: Following an earlier analysis of a line crack in spherical cap, the stresses cylindrical shell containing axial are presented. The inverse square root singular behavior peculiar to problems is obtained both extensional and bending components. This singularity may be related that found initially flat plate by $$\frac{{{}^\sigma {\text{shell}}}}{{{}^\sigma {\text{plate}}}} \approx 1 + ({\text{a b}}\ell {\text{n}}\frac{{\text{c}}}{{\sqrt {{\text{Rh}}} }})\frac{{{\text{c}}^{\text{2}} }}{{{\text{Rh}}}} ...$$ where quantity parentheses positive. An approximate fracture criterion, based on Griffith's Theory, also deduced, bending-stretching interaction curves for this case