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Buckling resistance assessment of a slender cylindrical shell axially compressed

Marcinkowski J.

Mechanics and Mechanical Engineering

2010

Vol. 14, nr 2

309-316

The paper deals with some considerations focused on resistance assessment of slender cylindrical shells subjected to the axial compression. The load carrying capacity of such shells is determined by stability criterion. It is not enough to determine the critical load in order to assess the load carrying capacity. It is necessary to apply the whole procedure recommended by designing codes and other design recommendations. Details of this procedure were presented in the paper. The correctness of the resistance assessment was verified experimentally on segments of cylindrical shells made of stainless steel.