Positional Finite Elements for Geometrical Non-Linear Dynamics of Shells

被引:0
作者
Coda, H. B. [1 ]
机构
[1] Univ Sao Paulo, Sao Carlos Sch Engn, Dept Struct Engn, BR-05508 Sao Paulo, Brazil
来源
PROCEEDINGS OF THE TENTH INTERNATIONAL CONFERENCE ON COMPUTATIONAL STRUCTURES TECHNOLOGY | 2010年 / 93卷
关键词
non-linear dynamics; shells; finite element method; ALGORITHM;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents a positional FEM formulation to deal with geometrical non-linear dynamics of shells. The main objective is to develop a FEM methodology based on the minimum potential energy theorem written regarding nodal positions and generalized unconstrained vectors not displacements and rotations. These characteristics are the novelty of the present work and avoid the use of large rotation approximations. An algebraic proof for the linear and angular momentum conservation property of the Newmark beta algorithm for rigid bodies is provided for total Lagrangian description. The curved, high order element, together with an implicit procedure to solve non-linear equations guarantees precision in calculations. The momentum conserving, the locking free behavior and the frame invariance of the adopted mapping are numerically confirmed in examples.
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页数:20
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