Dynamic relaxation (DR) is the most widely used approach for static equilibrium analyses. Specifically, DR compels dynamic systems to converge to a static equilibrium through the addition of fictitious damping. DR methods are classified by the method in which fictitious damping is applied. Conventional DR methods use a fictitious mass matrix to increase the fictitious damping while maintaining numerical stability. There are many calculation methods for the fictitious mass matrix; however, it is difficult to select the appropriate method. In addition, these methods require a stiffness matrix of a model, which makes it difficult to apply nonlinear models. To resolve these problems, a new DR method that uses continuous kinetic damping (CKDR) is proposed in this study. The proposed method does not require the fictitious mass matrix and any tuning coefficients, and it possesses a second-order convergence rate. The aforementioned advantages are unique and significant when compared to those of conventional methods. The stability and convergence rate were analyzed by using an eigenvalue analysis and demonstrated by simulating nonlinear models of a pendulum and cable. Simple but representative models were used to clearly demonstrate the features of the proposed DR method and to enable the reproducibility of the verification results.

References

1.
Garcia
,
J. R.
,
2011
, “
Numerical Study of Dynamic Relaxation Methods and Contribution to the Modelling of Inflatable Lifejackets
,”
Ph.D. dissertation
, Université de Bretagne Sud, Lorient, France.
2.
Rezaiee-Pajand
,
M.
, and
Taghavian-Hakkak
,
M.
,
2006
, “
Nonlinear Analysis of Truss Structures Using Dynamic Relaxation
,”
Int. J. Eng.
,
19
(
1
), pp.
11
22
.
3.
Rezaiee-Pajand
,
M.
, and
Rezaee
,
H.
,
2012
, “
Fictitious Time Step for the Kinetic Dynamic Relaxation Method
,”
Mech. Adv. Mater. Struct.
,
21
(
8
), pp.
631
644
.
4.
Day
,
A. S.
,
1965
, “
An Introduction to Dynamic Relaxation(Dynamic Relaxation Method for Structural Analysis, Using Computer to Calculate Internal Forces Following Development From Initially Unloaded State)
,” Eng.,
219
(
5688
), pp.
218
221
.
5.
Cundall
,
P. A.
,
1976
, “
Explicit Finite Difference Methods in Geomechanics
,”
International Conference on Numerical Methods in Geomechanics
, pp.
132
150
.
6.
Namadchi
,
A. H.
, and
Alamatian
,
J.
,
2016
, “
Explicit Dynamic Analysis Using Dynamic Relaxation Method
,”
Comput. Struct.
,
175
, pp.
91
99
.
7.
Altair®
,
2011
, “
RADIOSS User's Guide: Example 16—Dummy Positioning
,”
Altair
,
Troy, MI
.
8.
Chung
,
J.
, and
Hulbert
,
G. M.
,
1993
, “
A Time Integration Algorithm for Structural Dynamics With Improved Numerical Dissipation: The Generalized-α Method
,”
ASME J. Appl. Mech.
,
60
(
2
), pp.
371
375
.
9.
Petyt
,
M.
,
2010
,
Introduction to Finite Element Vibration Analysis
, 2nd ed.,
Cambridge University Press
,
Cambridge, UK
.
10.
Hilber
,
H. M.
,
Hughes
,
T. J. R.
, and
Taylor
,
R. L.
,
1977
, “
Improved Numerical Dissipation for Time Integration Algorithms in Structural Dynamics
,”
Earthquake Eng. Struct. Dyn.
,
5
(
3
), pp.
283
292
.
11.
Hulbert
,
G. M.
, and
Chung
,
J.
,
1994
, “
The Unimportance of the Spurious Root of Time Integration Algorithms for Structural Dynamics
,”
Commun. Numer. Methods Eng.
,
10
(
8
), pp.
591
597
.
12.
Cellier
,
F. E.
, and
Kofman
,
E.
,
2006
,
Continuous System Simulation
,
Springer Science & Business Media
,
Berlin
.
13.
FunctionBay
,
2014
, “
Theoretical Manual: RecuryDyn/Solver
,”
FunctionBay, Gyeonggi-do, South Korea
.
You do not currently have access to this content.