Stability Analysis of an Extrapolated Force Correction Method for Nonlinear Structural Dynamics

1982 ◽  
Vol 49 (1) ◽  
pp. 203-205 ◽  
Author(s):  
D. M. Trujillo

In this paper, conditions for the unconditional stability of an extrapolated force correction method have been identified. The analysis assumed a nonlinear elastodynamic system for which energy is conserved. Some numerical examples are included to demonstrate the performance of the method.

1975 ◽  
Vol 42 (4) ◽  
pp. 865-869 ◽  
Author(s):  
T. Belytschko ◽  
D. F. Schoeberle

In this paper an implicit Newmark β-method with iterations for nonlinear structural dynamics is described; the algorithm is identical to standard algorithms except that a new convergence criterion is employed. A discrete energy is defined and it is shown that this discrete energy is bounded regardless of the size of the time step; this is a sufficient condition for the unconditional stability of the algorithm for nonlinear material problems. Numerical examples are given for problems with both geometric and material nonlinearities.


1978 ◽  
Vol 104 (2) ◽  
pp. 263-280 ◽  
Author(s):  
Hojjat Adeli ◽  
James M. Gere ◽  
William Weaver

2014 ◽  
Vol 68 ◽  
pp. 134-143 ◽  
Author(s):  
I. Politopoulos ◽  
Ph. Piteau ◽  
J. Antunes ◽  
L. Borsoi

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