Restricted Pade scheme in computational structural dynamics

被引:9
作者
Ruge, P [1 ]
机构
[1] Tech Univ Dresden, Fak Bauingenieurwesen Dynam Tragwerke, D-01062 Dresden, Germany
关键词
time-finite elements; Pade schemes; error estimation; time-step control; modal assessment; computational structural dynamics;
D O I
10.1016/S0045-7949(01)00111-0
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Restricted Pade schemes R-mp where the denominator is a complete power p of a linear function have been examined analytically by Norsett. Here this method is evaluated with paying special attention to numerical aspects when solving typical finite-element systems in structural dynamics with n degrees of freedom and with essential properties like sparsety and symmetry, This paper presents an efficient implicit restricted time-stepping scheme R-22 with a final coefficient matrix of order n and a leading error term proportional to h(4). This is a significant improvement compared with the most popular Pade- P-11-Newmark scheme with matrix order n, too, but error term h(3) on the one hand and the well established Pade-P-12-discontinuous Hamiltonian approach with error term h(4) but matrix order 2 x n on the other hand. The classical P-11-scheme and the new restricted R-22-scheme are compared in a modal manner and by assessing the correlation between local error estimator and global error. (C) 2001 Published by Elsevier Science Ltd.
引用
收藏
页码:1913 / 1921
页数:9
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