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Attempt to find stress distribution, equations for external forces, and equation of limit curve in simultaneous torsion and tension plane for any cross-section; material is assumed to be perfectly elastic-plastic (Prandtl body) with zero bulk deformation; Hencky-Ilyushin plastic theory is used; problem is solved in rectangular coordinates, z being axis of bar; complete equation of limit curve valid for any cross-section established.
Attempt to find stress distribution, equations for external forces, and equation of limit curve in simultaneous torsion and tension plane for any cross-section; material is assumed to be perfectly elastic-plastic (Prandtl body) with zero bulk deformation; Hencky-Ilyushin plastic theory is used; problem is solved in rectangular coordinates, z being axis of bar; complete equation of limit curve valid for any cross-section established.
Limit state of bar with arbitrary cross-section under tension and torsion
Acad Polonaise des Sciences -- Bul -- Ser des Sciences Techniques
Wnuk, M. (author)
1962
10 pages
Article (Journal)
English
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