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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 24
ADVANCES IN NON-LINEAR FINITE ELEMENT METHODS Edited by: B.H.V. Topping and M. Papadrakakis
Paper II.3
The Equilibrium Path Determination in Nonlinear Analysis of Structures T. Sokol and M. Witkowski
Warsaw University of Technology, Centre of Computer Methods, Warsaw, Poland T. Sokol, M. Witkowski, "The Equilibrium Path Determination in Nonlinear Analysis of Structures", in B.H.V. Topping, M. Papadrakakis, (Editors), "Advances in Non-Linear Finite Element Methods", Civil-Comp Press, Edinburgh, UK, pp 35-45, 1994. doi:10.4203/ccp.24.2.3
Abstract
The paper presents numerical techniques connected with
non-linear analysis of structures by means of the Finite
Element Method. An algorithm for the determination of
equilibrium paths is presented using the arc length method.
Attention is given to the effective techniques to approach the
critical point and to pass onto the secondary post-bifurcation
branch of the path. These techniques are an extension of the
basic arc length method by the possibility of an exact analysis
of critical points. General strategy of establishing equilibrium
paths and automatic control of incremental process is
proposed. The presented algorithms are investigated in
several test examples.
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