In this paper we compare the performance of Runge-Kutta and novel L-stable real-time (LSRT) integration algorithms for real-time dynamic substructuring testing. Substructuring is a hybrid numerical-experimental testing method which can be used to test critical components in a system experimentally while the remainder of the system is numerically modelled. The physical substructure and the numerical model must interact in real time in order to replicate the behavior of the whole (or emulated) system. The systems chosen for our study are mass-spring-dampers, which have well known dynamics and therefore we can benchmark the performance of the hybrid testing techniques and in particular the numerical integration part of the algorithm. The coupling between the numerical part and experimental part is provided by an electrically driven actuator and a load cell. The real-time control algorithm provides bi-directional coupling and delay compensation which couples together the two parts of the overall system. In this paper we consider the behavior of novel L-stable real-time (LSRT) integration algorithms, which are based on Rosenbrock's method. The new algorithms have considerable advantages over 4th order Runge-Kutta in that they are unconditionally stable, real-time compatible and less computationally intensive. They also offer the possibility of damping out unwanted high frequencies and integrating stiff problems. The paper presents comparisons between 4th order Runge-Kutta and the LSRT integration algorithms using three experimental configurations which demonstrate these properties.

1.
Shing
P.-S.
, and
Mahin
S. A.
,
1987
. “
Cumulative experimental errors in pseudodynamic tests
”.
Earthquake Engineering and Structural Dynamics
,
15
, pp.
409
424
.
2.
Nakashima
M.
,
Kato
H.
, and
Takaoka
E.
,
1992
. “
Development of real-time pseudo dynamic testing
”.
Earthquake Engineering and Structural Dynamics
,
21
, pp.
779
92
.
3.
Bursi
O.
, and
Shing
P.
,
1996
. “
Evaluation of some implicit time-stepping algorithms for pseudodynamic tests
”.
Earthquake Engineering and Structural Dynamics
,
25
(
4)
, pp.
333
355
.
4.
Horiuchi
T.
,
Inoue
M.
,
Konno
T.
, and
Namita
Y.
,
1999
. “
Real-time hybrid experimental system with actuator delay compensation and its application to a piping system with energy absorber
”.
Earthquake Engineering and Structural Dynamics
,
28
, pp.
1121
1141
.
5.
Blakeborough
A.
,
Williams
M. S.
,
Darby
A. P.
, and
Williams
D. M.
,
2001
. “
The development of real-time substructure testing
”.
Philosopical Transactions of the Royal Society of London A
,
359
, pp.
1869
1891
.
6.
Wallace
M.
,
Wagg
D.
, and
Neild
S. A.
,
2005
. “
An adaptive polynomial based forward prediction algorithm for multi-actuator real-time dynamic substructuring
”.
Proceedings of the Royal Society of London A.
,
461
(
2064)
, pp.
3807
3826
.
7.
Vulcan, L., 2006. “Discrete-time analysis of integrator algorithms applied to s.i.s.o. adaptive controllers with minimal control synthesis”. PhD thesis, University of Trento.
8.
Maclay
D.
,
1997
. “
Simulation gets into the loop
”.
IEE Review
,
43
(
3)
, pp.
109
112
.
9.
Plummer
A. R.
,
2006
. “
Model-in-the-loop testing
”.
Proc IMechE Part I-Journal of Systems and Control Engineering
,
220
(
I3)
, May, pp.
183
199
.
10.
Misselhorn
W. E.
,
Theron
N. J.
, and
Els
P. S.
,
2006
. “
Investigation of hardware-in-the-loop for use in suspension development
”.
Vehicle System Dynamics
,
44
(
1)
, pp.
65
81
.
11.
Wagg
D. J.
, and
Stoten
D. P.
,
2001
. “
Substructuring of dynamical systems via the adaptive minimal control synthesis algorithm
”.
Earthquake Engineering and Structural Dynamics
,
30
, pp.
865
877
.
12.
Bursi, O. S., Gonzalez-Buelga, A., Neild, S. A., and Wagg, D., 2006. Novel partitioned rosenbrock-based algorithms for real-time hybrid experiments. In preparation.
13.
Hairer, H., andWanner, G., 1991. Solving Ordinary Differential Equations II. Spinger-Verlag.
14.
Kyrychko
Y. N.
,
Blyuss
K. B.
,
Gonzalez-Buelga
A.
,
Hogan
S. J.
, and
Wagg
D.
,
1997
. “
Real-time dynamic substructuring in a coupled oscillator-pendulum system
”.
Proceedings of the Royal Society A
,
426
(
2068)
, pp.
1271
1294
.
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