Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Elasto-plastic response of orthotropic pipes under bending, pressure and axial force
AbstractAn elasto-plastic analysis of circular thin-walled pipes in the non-buckled configuration subjected to bending moment, pressure and axial loads is presented. Plastic stress-strain relationships based on Drucker's postulates, Hill's yield criterion and the deformation theory are utilized. The analysis includes orthotropic behaviour with the assumption of a linear strain-hardening material. Results are presented for both isotropic and orthotropic materials.
Elasto-plastic response of orthotropic pipes under bending, pressure and axial force
AbstractAn elasto-plastic analysis of circular thin-walled pipes in the non-buckled configuration subjected to bending moment, pressure and axial loads is presented. Plastic stress-strain relationships based on Drucker's postulates, Hill's yield criterion and the deformation theory are utilized. The analysis includes orthotropic behaviour with the assumption of a linear strain-hardening material. Results are presented for both isotropic and orthotropic materials.
Elasto-plastic response of orthotropic pipes under bending, pressure and axial force
Tay, C.J. (Autor:in) / Lee, K.H. (Autor:in) / David, E.D. (Autor:in)
Thin-Walled Structures ; 17 ; 203-221
12.06.1992
19 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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| Online Contents | 2002
An Orthotropic Cosserat Elasto-Plastic Model for Layered Rocks
| British Library Online Contents | 2002