Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
The stability of anisotropic cylindrical shells under torsion in spatial position
In the present paper, an infinite system of homogeneous differential equations in the Cauchy normal form was obtained to solve the problem of the stability of cylindrical anisotropic layered shells under the action of external torque, based on the spatial relationship of elasticity theory. The components of the stress state that are necessary to solve the equation system were derived analytically by using the generalised Hooke’s law. The results are obtained for a single-layer cylinder, and compared with the values of critical loads calculated using the well-known method proposed by Lechnitsky. The suggested approach could be implemented, for instance, to solve the problem of cylindrical two-layer shell stability under the action of torque, which is projected by calculating the shear stress.
The stability of anisotropic cylindrical shells under torsion in spatial position
In the present paper, an infinite system of homogeneous differential equations in the Cauchy normal form was obtained to solve the problem of the stability of cylindrical anisotropic layered shells under the action of external torque, based on the spatial relationship of elasticity theory. The components of the stress state that are necessary to solve the equation system were derived analytically by using the generalised Hooke’s law. The results are obtained for a single-layer cylinder, and compared with the values of critical loads calculated using the well-known method proposed by Lechnitsky. The suggested approach could be implemented, for instance, to solve the problem of cylindrical two-layer shell stability under the action of torque, which is projected by calculating the shear stress.
The stability of anisotropic cylindrical shells under torsion in spatial position
Andrei Podvornyi (Autor:in)
2020
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
cylinder , stability , anisotropy , torsion , spatial formulation , Technology , T
Metadata by DOAJ is licensed under CC BY-SA 1.0
Stability of thin cylindrical shells in torsion
| Engineering Index Backfile | 1947
Stability of Thin Cylindrical Shells in Torsion
| ASCE | 2021
Stability of thin cylindrical shells in torsion
| Engineering Index Backfile | 1948
Stability of orthotropic thin-walled cylindrical shells under torsion. Part 1. Theory
| British Library Online Contents | 2008
Stability of orthotropic thin-walled cylindrical shells under torsion. Part 2. Experiment
| British Library Online Contents | 2008