Stability of Framed Circular Cylindrical Shells During the Action of Axial Compression and Transverse Pressure

摘要

One of the most important problems in the design of engineering structures is the determination of the carrying capacity of a structure. A component element of this problem is the calculation of critical stresses during the action of compressive loads. The present work, devoted to the stability of framed circular cylindrical shells, is the first of three articles, in which an attempt is made to solve the problem of calculation of the carrying capacity of the indicated structures.