Abstract
The Arc-Length Method is a solution procedure that enables a generic non-linear problem to pass limit points. Some examples are provided of mode-jumping problems solutions using a commercial finite element package, and other investigations are carried out on a simple structure of which the numerical solution can be compared with an analytical one. It is shown that Are-Length Method is not reliable when bifurcations are present in the primary equilibrium path; also the presence of very sharp snap-backs or special boundary conditions may cause convergence difficulty at limit points. An improvement to the predictor used in the incremental procedure is suggested, together with a reliable criteria for selecting either solution of the quadratic arc-length constraint. The gap that is sometimes observed between the experimantal load level of mode-jumping and its arc-length prediction is explained through an example. © 2003 by the American Institute of Aeronautics and Astronautics, Inc. All rights reserved.
| Original language | English |
|---|---|
| Title of host publication | 44th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference |
| Publisher | Aerospace Research Council |
| Pages | 1978-1987 |
| Number of pages | 10 |
| ISBN (Electronic) | 978-162410100-7 |
| Publication status | Published - 2003 |
Bibliographical note
44th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials ConferenceNorfolk, United States
7 - 10 April 2003
Keywords
- Reliability analysis Structural dynamics Arc length method Convergence difficulty Equilibrium path Finite element packages Nonlinear problems Numerical solution Simple structures Solution procedure Carbon dioxide arc welding
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