The analysis of the Generalized-α method for non-linear dynamic problems

被引:155
|
作者
Erlicher, S
Bonaventura, L
Bursi, OS
机构
[1] Univ Trent, Dipartimento Ingn Meccan & Struct, I-38050 Trento, Italy
[2] Univ Trent, Dipartimento Ingn Civile & Ambientale, I-38050 Trento, Italy
关键词
D O I
10.1007/s00466-001-0273-z
中图分类号
O1 [数学];
学科分类号
0701 ; 070101 ;
摘要
This paper presents the consistency and stability analyses of the Generalized-a methods applied to non-linear dynamical systems. The second-order accuracy of this class of algorithms is proved also in the non-linear regime, independently of the quadrature rule for non-linear internal forces. Conversely, the G-stability notion which is suitable for linear multistep schemes devoted to non-linear dynamic problems cannot be applied, as the non-linear structural dynamics equations are not contractive. Nonetheless, it is proved that the Generalized-a methods are endowed with stability in an energy sense and guarantee energy decay in the high-frequency range as well as asymptotic annihilation. However, overshoot and heavy energy oscillations in the intermediate-frequency range are exhibited. The results of representative numerical simulations performed on relatively simple single- and multiple-degrees-of-freedom non-linear systems are presented in order to confirm the analytical estimates.
引用
收藏
页码:83 / 104
页数:22
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