Results of analysis presented indicate that, in analysis of many static and dynamic plate and shell problems, effects of any eccentricity in stiffening should be evaluated carefully; for longitudinally stiffened cylinder configuration with practical proportions, lowest natural frequency with stiffening on outside is found to be about 35% higher than corresponding frequency with stiffening on inside; results also are presented which illustrate buckling characteristics of eccentrically stiffened cylindrical shells under hydrostatic pressure loading, and vibration, buckling, and flutter characteristics of stiffened flat plates.
Static and dynamic effects of eccentric stiffening of plates and cylindrical shells
AIAA J
AIAA Journal ; 4 , n 5
1966
8 pages
Article (Journal)
English
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