Articles | Volume 11, issue 9
https://doi.org/10.5194/wes-11-3137-2026
© Author(s) 2026. This work is distributed under the Creative Commons Attribution 4.0 License.
Geometric nonlinear analysis of Timoshenko beams with variable cross-section using co-rotational formulation
Cited articles
Argyris, J. H, Balmer, H., and Doltsinis, J. S.: Finite element method – the natural approach, Comput. Method. Appl. M., 17, 1–106, https://doi.org/10.1016/0045-7825(79)90083-5, 1979.
Behdinan, K., Stylianou, M. C., and Tabarrok, B.: Co-rotational dynamic analysis of flexible beams, Comput. Method. Appl. M., 154, 151–161, https://doi.org/10.1016/S0045-7825(97)00124-2, 1998.
Belytschko, T. and Glaum, L. W.: Applications of higher order corotational stretch theories to nonlinear finite element analysis, Comput. Struct., 10, 175–182, https://doi.org/10.1016/0045-7949(79)90085-3, 1979.
Crisfield, M. A.: A consistent co-rotational formulation for non-linear, three-dimensional, beam-elements, Comput. Method. Appl. M., 81, 131–150, https://doi.org/10.1016/0045-7825(90)90106-V, 1990.
Crisfield, M. A. and Moita, G. F.: A unified co-rotational framework for solids, shells and beams, Int. J. Solids Struct., 33, 2969–2992, https://doi.org/10.1016/0020-7683(95)00252-9, 1996.