A NONINCREMENTAL APPROACH FOR LARGE-DISPLACEMENT PROBLEMS

In structural mechanics, nearly all the current computations for time dependent nonlinear problems (e.g. plasticity, viscoplasticity or dama ge) use step-by-step methods. In contrast, for small displacement prob lems, the large time incremental (LATIN) method, introduced by Ladevez e [C.r. Acad. Sci. Paris Ser. II 300, 41-44 (1985).], is an iterative method which accounts for the whole loading process in a single time i ncrement which is not a priori limited. To give an idea of the step le ngth, several loading cycles (or even several thousand) can be simulat ed in a single time increment. The performance of the method is excell ent in problems with many degrees of freedom or complicated loads [Ph. Boisse, P. Pussy and P. Ladeveze, Int. J. numer. Meth. Engng 29, 632- 647 (1990); P. Ladeveze, In: New Advances in Computational Structural Mechanics (Edited by P. Ladeveze and O. C. Zienkiewick), pp. 3-21. Els evier, Oxford (1992)]. A preliminary extension to large displacement p roblems has been presented and applied to deep drawing simulation in [ P. Pussy, P. Rougee and P. Vauchez, In: Proc. Numerical Methods in Eng ineering, pp. 102-109. Elsevier, Oxford (1990)]. The present work conc erns another extension, suitable for material models with internal var iables, as described by Ladeveze [C.r. Acad. Sci. Paris Ser. II 309, 1 095-1099 (1989)]; more details concerning this extension can be found in [P. Ladeveze, Sur une theorie des grandes transformations: modelisa tion et calcul, Rapport interne du LMT no. 125 (1991)]. The objective herein is to describe the main ideas of the method, and to show with s imple beam buckling problems how the pre and post buckling response of a structure may be obtained simultaneously without any continuation t echnique and with less than 10 iterations. (C) 1997 Civil-Comp Ltd and Elsevier Science Ltd.