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Issue 1 (1) 2002 pp. 85–95

Krzysztof Murawski

The Engesser-Shanley modified theory of stability of thin-walled cylindrical rods with example of use for steel St 35

Keywords: stability, critical load, thin-walled, Engesser, Kármán, Shanley
Abstract: The Engesser-Shanley modified theory of thin-walled axially crushed cylindrical rods is presented in the paper. The problems of critical loads in elasto-plastic states have been considered. The plasticity ratio of critical transverse section has been defined by value ?-angle, which to slenderness ratio of rod is related. The received theoretical results to the experience research effects of rods made of steel St 35 have been compared.

For citation:

MLA Murawski, Krzysztof. "The Engesser-Shanley modified theory of stability of thin-walled cylindrical rods with example of use for steel St 35." Acta Sci.Pol. Architectura 1.1 (2002): 85–95.
APA Murawski K. (2002). The Engesser-Shanley modified theory of stability of thin-walled cylindrical rods with example of use for steel St 35. Acta Sci.Pol. Architectura, 1 (1), 85–95
ISO 690 Murawski, Krzysztof. The Engesser-Shanley modified theory of stability of thin-walled cylindrical rods with example of use for steel St 35. Acta Sci.Pol. Architectura, 2002, 1.1: 85–95.
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