Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
It is assumed that yield stress at section point depends solely on distance of this point from contour; W.O.Geogdzhayev (1959) has shown that by introducing certain linear transformation of coordinates, problem of torsion of anisotropic bar may be reduced to that of isotropic bar with certain different transformed contours of section; this transform can be applied to formula previously established by author for calculating limit carrying capacity.
It is assumed that yield stress at section point depends solely on distance of this point from contour; W.O.Geogdzhayev (1959) has shown that by introducing certain linear transformation of coordinates, problem of torsion of anisotropic bar may be reduced to that of isotropic bar with certain different transformed contours of section; this transform can be applied to formula previously established by author for calculating limit carrying capacity.
On analytical calculation of limit carrying capacity of anisotropic and non-homogeneous bars under torsion
Acad Polonaise des Sciences -- Bul -- Ser des Sciences Techniques
Galos, M. (Autor:in)
1964
7 pages
Aufsatz (Zeitschrift)
Englisch
© Metadata Copyright Elsevier B. V. All rights reserved.
Analytical calculation of limit carrying capacity of isotropic bars subject to torsion
| Engineering Index Backfile | 1964
Elastic limit and breaking strength of bars under torsion with combined tension
| Engineering Index Backfile | 1925
Load-carrying capacity of GFRP bars under combined axial force-transverse force loading
| British Library Online Contents | 2013
Bars under nonuniform torsion – Application to steel bars, assessment of EC3 guidelines
| Online Contents | 2014