Publication Date:
2019-06-28
Description:
The stresses in circular frames of constant bending stiffnesses, as encountered in thin-wall shells, are investigated from the point of view of finite depth of sectional area of frame. The solution is carried out for four fundamental load conditions. The method is illustrated on a worked out example.
Keywords:
Structural Mechanics
Type:
NACA-TM-999
Format:
application/pdf
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