Based on the high precision direct (HPD) integration scheme for linear systems, a high precision direct integration scheme for nonlinear (HPD-NL) dynamic systems is developed. The method retains all the advantages of the standard HPD scheme (high precision with large time-steps and computational efficiency) while allowing nonlinearities to be introduced with little additional computational effort. In addition, limitations on minimum time step resulting from the approximation that load varies linearly between time-steps are reduced by introducing a polynomial approximation of the load. This means that, in situations where a rapidly varying or transient dynamic load occurs, a larger time-step can still be used while maintaining a good approximation of the forcing function and, hence, the accuracy of the solution. Numerical examples of the HPD-NL scheme compared with Newmark’s method and the fourth-order Runge–Kutta (Kutta 4) method are presented. The examples demonstrate the high accuracy and numerical efficiency of the proposed method.

1.
Jones
,
N.
, 1998,
Structures Under Shock and Impact V
,
Computational Mechanics
,
Southampton, UK
.
2.
Belytschko
,
T.
, 1983,
Computational Methods for Transient Analysis
,
Elsevier Science
,
Amsterdam, The Netherlands
.
3.
Lewis
,
R. L.
, 1987,
Numerical Methods in Transient and Coupled Problems
,
Wiley
,
UK
.
4.
Zhong
,
W. X.
, and
Williams
,
F. W.
, 1994, “
A Precise Time Step Integration Method
,”
Proc. Inst. Mech. Eng., Part C: J. Mech. Eng. Sci.
0954-4062,
208C
, pp.
427
430
.
5.
Bornemann
,
P. B.
,
Galvanetto
,
U.
, and
Crisfield
,
M. A.
, 2002, “
Some Remarks on the Numerical Time Integration of Non-Linear Dynamical Systems
,”
J. Sound Vib.
0022-460X,
252
, pp.
935
944
.
6.
Tarnow
,
N.
, and
Simon
,
J. C.
, 1994, “
How to Render Second Order Accurate Time-Stepping Algorithms Fourth Order Accurate While Retaining the Stability and Conservation Properties
,”
Comput. Methods Appl. Mech. Eng.
0045-7825,
115
, pp.
233
252
.
7.
Groß
,
M.
,
Betsch
,
P.
, and
Steinmann
,
P.
, 2005, “
Conservation Properties of a Time FE Method. Part IV: Higher Order Energy and Momentum Conservation Schemes
,”
Int. J. Numer. Methods Eng.
0029-5981,
63
, pp.
1849
1897
.
8.
Li
,
K.
,
Gohnert
,
M.
,
Uzoegbo
,
H.
,
Elvin
,
A.
, and
Darby
,
A. P.
, 2007, “
An Improved High Precision Direct Integration Scheme for Structures Subject to Transient Dynamic Load
,”
Recent Developments in Structural Engineering, Mechanics and Computation
,
Millpress
,
Rotterdam, The Netherlands
, pp.
183
187
.
9.
Bathe
,
K. J.
, 2007, “
Conserving Energy and Momentum in Nonlinear Dynamics: A Simple Implicit Time Integration Scheme
,”
Comput. Struct.
0045-7949,
85
, pp.
437
445
.
10.
Bathe
,
K. J.
, and
Wilson
,
E. L.
, 1976,
Numerical Methods in Finite Element Analysis
,
Prentice-Hall
,
Englewood Cliffs, NJ
.
11.
Xie
,
Y. M.
, 1996, “
An Assessment of Time Integration Schemes for Non-Linear Dynamic Equations
,”
J. Sound Vib.
0022-460X,
192
, pp.
321
331
.
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