Abstract: The effect of internal or external pressure on the bending of a cantilevered bellows, the movable end of which is permitted only to rotate about a fixed point on the longitudinal axis of ...

Abstract: The effect of discontinuous circumferential end loading of a circular cylinder by equal and equally spaced radial shear forces and moments is investigated by means of Donnell’s equations. Large ...

Abstract: The problem of the buckling of thin circular conical frustums in pure torsion is solved in a manner similar to that employed previously by the author for buckling under uniform hydrostatic ...

Abstract: The critical uniform lateral pressure of a simply supported beam initially compressed into a buckled state is derived for the cases of static loading, step‐loading, and impulse loading. The results are calculated for ...

Abstract: The stability of circular cylindrical shells under pure bending is investigated by means of Batdorf’s modified Donnell’s equation and the Galerkin method. The results of this investigation have ...