PALA, Y. 1994. Analytical solution of Hill's nonlinear partial differential equation for plastically deforming beams subjected to bending and torsion together and stress fields. Proceedings of the 2nd Biennial European Joint Conference on Engineering Systems Design and Analysis. Part 1 (of 8) , (London, Canada), 351-360.

PALA, Y., (1994). Analytical solution of Hill's nonlinear partial differential equation for plastically deforming beams subjected to bending and torsion together and stress fields . Proceedings of the 2nd Biennial European Joint Conference on Engineering Systems Design and Analysis. Part 1 (of 8) (pp.351-360). London, Canada

PALA, YAŞAR. "Analytical solution of Hill's nonlinear partial differential equation for plastically deforming beams subjected to bending and torsion together and stress fields," Proceedings of the 2nd Biennial European Joint Conference on Engineering Systems Design and Analysis. Part 1 (of 8), London, Canada, 1994

PALA, YAŞAR. "Analytical solution of Hill's nonlinear partial differential equation for plastically deforming beams subjected to bending and torsion together and stress fields." Proceedings of the 2nd Biennial European Joint Conference on Engineering Systems Design and Analysis. Part 1 (of 8) , London, Canada, pp.351-360, 1994

PALA, Y. (1994) . "Analytical solution of Hill's nonlinear partial differential equation for plastically deforming beams subjected to bending and torsion together and stress fields." Proceedings of the 2nd Biennial European Joint Conference on Engineering Systems Design and Analysis. Part 1 (of 8) , London, Canada, pp.351-360.

@conferencepaper{conferencepaper, author={YAŞAR PALA}, title={Analytical solution of Hill's nonlinear partial differential equation for plastically deforming beams subjected to bending and torsion together and stress fields}, congress name={Proceedings of the 2nd Biennial European Joint Conference on Engineering Systems Design and Analysis. Part 1 (of 8)}, city={London}, country={Canada}, year={1994}, pages={351-360} }