Improvements on the arc-length-type method |
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Authors: | Li Yuanqi Shen Zuyan |
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Institution: | (1) Department of Building Engineering, Tongji University, 200092 Shanghai, China |
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Abstract: | Arc-length-type and energy-type methods are two main strategies used in structural nonlinear tracing analysis, but the former
is widely used due to the explicitness and clarity in conception, as well as the convenience and reliability in calculation.
It is very important to trace the complete load-deflection path in order to know comprehensively the characteristics of structures
subjected to loads. Unfortunately, the nonlinear analysis techniques are only workable for tracing the limit-point-type equilibrium
path. For the bifurcation-point-type path, most of them cannot secure a satisfactory result. In this paper, main arc-length-type
methods are reviewed and compared, and the possible reasons of failures in tracing analysis are briefly discussed. Some improvements
are proposed, a displacement perturbation method and a force perturbation method are presented for tracing the bifurcation-point-type
paths. Finally, two examples are analyzed to verify the ideas, and some conclusions are drawn with respect to the arc-length-type
methods.
The project supported by the Special Research Fund for Doctor Program of Universities (9424702) |
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Keywords: | arc-length-type methods limit point bifurcation point displacement perturbation method force perturbation method |
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