A NURBS-based finite element model applied to geometrically nonlinear elastodynamics using a corotational approach

Author:

Espath L. F. R.1,Braun A. L.1,Awruch A. M.1,Dalcin L. D.23

Affiliation:

1. Graduate Program in Civil Engineering (PPGEC); Federal University of Rio Grande do Sul (UFRGS); Porto Alegre

2. National Scientific and Technical Research Council (CONICET); Santa Fe Argentina

3. Center for Numerical Porous Media; King Abdullah University of Science and Technology; Thuwal Saudi Arabia

Publisher

Wiley

Subject

Applied Mathematics,General Engineering,Numerical Analysis

Reference37 articles.

1. A method of computation for structural dynamics;Newmark;Journal of Engineering Mechanics ASCE

2. Evaluation of numerical methods in elastodynamics;Goudreau;Computer Methods in Applied Mechanics and Engineering,1973

3. Improved numerical dissipation for the time integration algorithms in structural dynamics;Hilber;Earthquake Engineering and Structural Dynamics,1977

4. An alpha modification of Newmark's method;Wood;International Journal for Numerical Methods in Engineering,1980

5. A time integration algorithm for structural dynamics with improved numerical dissipation: the generalized-α method;Chung;Journal of Applied Mechanics, Transactions of the ASME,1993

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