Research Information System
Proceedings of the 2nd Biennial European Joint Conference on Engineering Systems Design and Analysis. Part 1 (of 8), London, Canada, 4 - 07 July 1994, vol.64, pp.351-360
In this paper, Hill's non-linear partial differential equation firstly derived by Handelman is analytically solved for a plastically deforming bar, whose cross-section is surrounded by a continuous but not continuously derivable curve, subjected to bending and twisting moments together at its free end, and interaction curves for equilateral triangle and square cross-section are given. Interaction curves obtained show that the interaction curves are nearly independent of the shape of cross-section. By the method developed, Stresses σxz, σyz and σzz forming stress field can analytically be expressed.