A Comparison of Large Deflection Analysis of Bending Plates by Dynamic Relaxation

被引:9
|
作者
Rezaiee-Pajand, Mohammad [1 ]
Estiri, Hossein [1 ]
机构
[1] Ferdowsi Univ Mashhad, Dept Civil Engn, Vakilabad Highway, Mashhad 9177948974, Iran
来源
关键词
Dynamic relaxation; Mass; Damping; Time step; Large deformations; Bending plate; ANNULAR SECTOR PLATES; NONLINEAR-ANALYSIS; FICTITIOUS MASS; MINDLIN PLATES; FORMULATION;
D O I
10.3311/PPci.8728
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this paper, various dynamic relaxation methods are investigated for geometric nonlinear analysis of bending plates. Sixteen wellknown algorithms are employed. Dynamic relaxation fictitious parameters are the mass matrix, the damping matrix and the time step. The difference between the mentioned tactics is how to implement these parameters. To compare the efficiency of these strategies, several bending plates' problems with large deflections are solved. Based on the number of iterations and analysis time, the scores of the different schemes are calculated. These scores determine the ranking of each technique. The numerical results indicate the appropriate efficiency of Underwood and Rezaiee-Pajand & Alamatian processes for the nonlinear analysis of bending plates.
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页码:619 / 645
页数:27
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