Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Numerical analysis of elastic-plastic bending of curved beams with thin-walled cross-section
AbstractIt is well known that, when a curved beam is subject to bending, the shape of its cross-section is flattened and collapse occurs as the rigidity is reduced. It is important for design to determine the nonlinear behavior of such beams. This paper describes the elastic-plastic large deformation analysis of a curved beam with a thin-walled cross-section by the finite element method. The analytical formulation is developed by extending the kinematic work hardening model proposed by Ziegler. Several representative cases are computed.
Numerical analysis of elastic-plastic bending of curved beams with thin-walled cross-section
AbstractIt is well known that, when a curved beam is subject to bending, the shape of its cross-section is flattened and collapse occurs as the rigidity is reduced. It is important for design to determine the nonlinear behavior of such beams. This paper describes the elastic-plastic large deformation analysis of a curved beam with a thin-walled cross-section by the finite element method. The analytical formulation is developed by extending the kinematic work hardening model proposed by Ziegler. Several representative cases are computed.
Numerical analysis of elastic-plastic bending of curved beams with thin-walled cross-section
Hiroaki Katori (Autor:in) / Tohru Nishimura (Autor:in)
Thin-Walled Structures ; 15 ; 143-157
05.06.1992
15 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Elastic-plastic analysis of thin-walled cross-section
| Tema Archiv | 1977
Calculation of curved thin-walled beams with open cross section
| Engineering Index Backfile | 1964
ELASTIC-PLASTIC ANALYSIS FOR THERMOPLASTIC COMPOSITE PLANE CURVED BEAMS BY BENDING MOMENT
| DOAJ | 2021