Simultaneous Design of Structural and Control Systems using
Set-based Design Method
Haruo Ishikawa
1
and Naoko Sasaki
2
1
Graduate School of Informatics and Emgineering, The University of Electro-Communications, Chofu, Tokyo, Japan
2
Center for International Programs and Exchange, The University of Electro-Communications, Chofu, Tokyo, Japan
Keywords: Simultaneous Design, Structural System, Control System, Set-based Design.
Abstract: The design method capable of considering the influence factors related to control and structural design
systems under conditions that simultaneously satisfy multi-objective performances over both the systems is
investigated. The influence factors and performances have some kinds of uncertainty related to structural
design and control system design. The uncertainty may be expressed in terms of set interval. Set-based
design method is available as a design method that can take account of such uncertainty. In the method,
instead of optimization, the concept of satisficing is used. In the present study, the applicability of set-based
design method that has been studied in the field of structural design is investigated for the simultaneously
satisficing design of control and structural systems. For discussing the applicability, an example problem of
inverted pendulum with heteromorphic shape on cart is solved by optimal regulator method in modern
control theory. As a result, the set intervals of influence factors which simultaneously satisfy the set
intervals of multi-objective performances are obtained. From this result, the usefulness of set-based design
method for simultaneous design of control and structural systems can be confirmed.
1 INTRODUCTION
In the development of mechanical/structural system,
control function plays a great role in the system, and
optimal design of control system and structural
system that have deep interaction with each other is
considered to be of great importance. Therefore, in
product development, the simultaneity of optimum
design of both systems is indispensable from the
viewpoints of realization of better product
performances, short lead time and low cost for the
development of product (Mehra, R.K., 1976;
Kubrusly C.S. et al, 1985; Kabamba P.T. et al, 1983;
Soong, T.T., 1990). Main previous studies have
treated with mathematical optimization or coupled
computation by CAE which are based on point-
based calculation. The simultaneous optimization
problems have often been formulated for the
relatively simple cases, as the mathematical
minimization/maximization problem of evaluation
function (Kajiwara, I.,1994, Hara, F., 1992, Hatano,
H., 1993, Khot, N.S. et al, 1993, Nahm, Y. -E. and
Ishikawa, H., 2006). Generally speaking, in some
practical cases (Nakaminami, M., et al, 2007),
specified control target objects (structures) were
designed in advance, and in the other cases, in
addition to the characteristics of control system,
weight or damped oscillation characteristics that is a
factor governing the characteristics of structures is
considered later (Obinata, G., 1997). However, in
general, physical mechanisms of the mutual
interaction of both systems of structure and control
are still remained obscure. There are various issues
to be considered, such as types and number of
design variables, structural and control
characteristics of product, a large number of
restrictions for design, meta model relating design
variables and characteristics of product, complexity
and multi-peak solutions of evaluation function, and
dynamic characteristics governed by motion
equation with a large number of freedom that affects
the interaction and so on. Due to the complexity of
the problems, in the simultaneous design problem of
the structural and control systems, a large number of
design factors simultaneously satisfying multiple
conditions should be obtained. Conventionally,
practical design methodology for such situation has
been based on the point-based repetition design
procedure.
284
Ishikawa, H. and Sasaki, N.
Simultaneous Design of Structural and Control Systems using Set-based Design Method.
DOI: 10.5220/0006905502840289
In Proceedings of the 15th International Conference on Informatics in Control, Automation and Robotics (ICINCO 2018) - Volume 1, pages 284-289
ISBN: 978-989-758-321-6
Copyright © 2018 by SCITEPRESS Science and Technology Publications, Lda. All rights reserved
On the other hand, it is general and essential that
the required performances and the influence factors
for them have some kinds of uncertainty.
Uncertainty especially in the initial stage of
structural design is based on imperfections of related
knowledge, influences from other design sectors or
customers and so on. In control design, there is
essential uncertainty due to the difference between
structural model and mathematical model for control.
In case of classical control design, as the typical
example of uncertainty of control design, it can be
said that feedback gains, like proportional gain,
integral gain and derivative gain, have uncertainty in
PID feedback control. The values of these gains can
be independently given for control object, and it is
necessary for each gain to determine an optimum
value that represents good performance regarding
stability of control. Namely, the gains are adjustment
factors. Also, in modern control theory, for
examples, turn over design method has the variation
in the position of folding line by which response
characteristics of control change and optimum
regulator control method has the variation in the
values of diagonal terms of weight matrix of
evaluation function to realize high stability of
control. Actually, the position of folding line in the
former example and the values of diagonal terms in
the latter example are decided by trial and error.
Then, these variations can be regarded as certain
kind of uncertainty.
In this research, for the expression of the
uncertainty, we use aggregate-based method rather
than point-based method. Also, as stated above, the
design system is often multi-objective, whether
structural system or control system. In the design of
structure (machine) system, there are multi-
objectives, like rigidity, strength, light weight,
compactness, cost, impact on environmental burden,
velocity, accurate positioning, Kansei performance
like comfort and so on. In case of control design
systems, generally, there are plural performances of
control stability, like rising time, maximum
overshoot rate, settling time and so on. Then, it is
important to investigate the simultaneously
satisficing multi-objective design problem in
consideration of uncertainty.
On the other hand, set-based design method has
been studied as the simultaneously satisficing
method for multi-objective design considering the
uncertainty in structural (mechanical) design field
(Nahm, Y. -E. and Ishikawa, H., 2005, Nahm, Y. -E.
and Ishikawa, H., 2006, Nahm, Y. -E. and Ishikawa,
H., et al, 2006,). In the present study, PSD
(Preference Set-Based Design) method that is one of
the set-based design methods is used. The concept of
preference that is given by designer is used to find
subsets that show higher satisfaction and robustness
of solutions. In the present study, the applicability or
potential of PSD method is studied by using an
example problem which is a virtual inverted
pendulum with non-uniform shape on cart. This
problem is solved by optimal regulator formulation
in modern control theory. The inverted pendulum
with non-uniform shape (the size is change) and
holes in the inside is adopted to emphasize the
structural factors of the design. Depending on these
factors, the position of the moment of inertia of
pendulum which is one of the control factors varies.
In other words, it can be said that the simultaneous
design problem like this time implies the design of
structural system (mechanical system) that realizes
the performances of control system. In this problem,
five design variables related to structural and control
systems are adopted. Three of them are structural
variables and two are control related variables. Two
performance objectives such as transient
characteristic of control (settling time) and
lightweight of structure are adopted.
In this research, MATLAB is used for simulation
of control system design (MATLAB is registered
trade mark of MathWorks, USA).
2 PREFERENCE SET-BASED
DESIGN (PSD METHOD)
“Preference” is attached to the name of the method
because “preference” includes one of the basic
concepts of the method. The outline of PSD method
is shown below.
Figure 1: Concept of preference set-based design method.
Simultaneous Design of Structural and Control Systems using Set-based Design Method
285
The PSD method consists of (1) set representation,
(2) set propagation and (3) set narrowing. These
concepts of the PSD method are represented as the
different layers in Figure 1, respectively. Also, the
procedure of the method is illustrated in Figure 2. In
this study, the solution space for structural
requirements and control design performances are
aligned and a final narrowed interval set of design
solution is identified. In the process, instead of the
elimination of those uncertainties by repeatedly
correcting point values of adjustment parameters, in
the present study, preference set-based design
method is used. That is, set solution candidates are
evaluated by the concept of satisfaction and
robustness defined by set interval with preference
and the subsace of low evaluation is eliminated.
Each process of PSD method, shown in Figure 2, is
as follows;
(1) The set representation is to express uncertainty
and variability of performances and design
variables in terms of set concept.
(2) The set propagation means the set mapping of
design variables to performance set, based on
the relationship (equation of theory, numerical
calculation or experiment) between design
variables and performances.
(3) In the set narrowing, first, overlap region
between the mapped result and the initially set
of performance is obtained. Next, the common
set of the overlap region for each performance
is found. Finally, this approach narrows the
common set of design variables by eliminating
infeasible design subspaces by using the
concept of satisfaction and robustness. A
detailed description of the PSD method can be
found in references (Nahm, Y. -E. and
Ishikawa, H., 2005; Nahm, Y. -E. and Ishikawa,
H., 2006).
3 SIMULTANEOUS DESIGN OF
STRUCTURAL AND CONTROL
SYSTEMS
An example problem of PSD method for the
simultaneous design of structural and control
systems is virtual problem of inverted pendulum on
cart, shown in Figure 3. The pendulum has non-
uniform (step type) outline shape with internal holes
as structural factors. That is, the outer shape and
dimensions of the pendulum, and the number of
holes are design variables. In other words, it can also
be said that the design problem of the shape and
Figure 2: Procedure of preference set-based design method.
Figure 3: A virtual example problem of inverted pendulum
on cart.
dimensions of pendulum is a problem of obtaining
structure design solution that realizes the control
performance of pendulum on cart. Although this
problem is certainly not a realistic issue, it is suitable
for examining the usefulness of the method. There
has been no trial of application of concept and
approach of set-based design method to control
system design itself and simultaneous design of
control and structural systems, the present study is
the first one.
By the linearization of the equations of motion
of pendulum and cart around a certain value of
rotation (θ=0) of pendulum, the equations are given
as follows,
(1)
where M, x and f are mass, position and driven force
of cart, respectively, and m, l, J, θ and g are mass,
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length from rotation fulcrum to centroid of
pendulum, rotation angle of pendulum and
gravitational acceleration, respectively.
Mathematical model given by equation (1) is
expressed as state equations (2) and (3).
(2)
(3)
where A and B are matrix of 4 row by 4 column and
matrix of 4 row by 1 column, respectively. In the
present problem, mathematical model given by
equation (2) has controllability and observability.
Then, the concept of state feedback control and its
formulation of optimal regulator are applicable to
the inverted pendulum problem on cart which is
inherently unstable control system. Conceptual
diagram of optimum regulator system is shown in
Figure 4. In Figure 4, K is state feedback gain matrix.
According to the optimal regulator method, optimal
control input that minimizes evaluation function can
be obtained. The evaluation function is given by
(4)
In equation (4), Q and R are weighting factor
matrices which are given by the equations,
(5)
Here, diagonal terms of diagonal matrix, Q, are
assumed to be equal.
Weighting factor matrices, Q and R, are
currently determined by trial and error, because the
relationship between the weighting factors, Q and R,
and the response of control has not been elucidated.
That means they cannot be definitely determined as
point values at the beginning of control design. That
is, they have each fluctuation range, because they
are independent each other.
By solving Riccati algebraic equation under the
provisional values of Q and R, it is possible to
obtain the response of closed loop system under
initially given position value of cart.
Figure 4: Optimum regulator system.
4 APPLICATION RESULTS
The preference set-based design was carried out
using the initial sets of five design variables and two
kinds of performances (settling time on stability of
pendulum and lightweight of structure). The settling
time is defined as the time when the swing angle of
pendulum falls within ±0.01 (rad). Among the five
design valuables, three are structural variables, the
length l
b
and width h
b
of the upper part of pendulum
and the discrete number n of holes in the pendulum,
shown in Figure 3. The diameter of hole is fixed as
φ=0.04 (M). The remaining two are control system
variables that are the weighting factors of evaluation
function (diagonal matrix), Q and R in equation (4).
Thus, their diagonal terms, q1 and r1 in equation (5)
are also design variables. The length l
a
and width h
a
of the lower part of pendulum are fixed as l
a
=0.2
(M) and h
a
=0.06 (M).
Using the initial interval sets of the design
variables and required performances, shown in Table
1, the procedure of PSD method in Figure 2 is
applied. Table 2 shows that all the design variables
are narrowed so as to realize the set range of two
performances which simultaneously satisfy the
narrowed performances. This can be understood
from the algorithm of PSD method. As an example
of concrete results, the interval set of the discrete
number of holes, shown in the first row of Table 2,
is narrowed from the interval set, [2, 9], to the
interval set, [7, 9].
Table 1: The initial interval sets of design variables and
required performances.
Design variables
n [2, 9]
l
b
[0.5, 0.8] (M)
h
b
[0.06, 0.2] (M)
Q(q1) [1, 9]
R(r1) [0.1, 1.5]
Required performances
settling time, T
s
3.5 (sec)
mass, m
0.12 (kg)
Simultaneous Design of Structural and Control Systems using Set-based Design Method
287
Table 2: Narrowed set of design variables and
performance variables.
Design variables
n [7, 9]
l
b
[0.650, 0.725] (M)
h
b
[0.130, 0.165] (M)
Q(q1) [7, 9]
R(r1) [1.15, 1.5]
Required performances
settling time, T
s
[3.485, 3.50] (sec)
mass, m [0.073, 0.111] (kg)
5 CONCLUSION
Various kinds of variables related to structural
design and control design have uncertainty, such as
lack of knowledge, influence from other sector or
customer, certain weight factor to be subjectively
determined and so on. In the present study, the
uncertainty is expressed by set interval. Then, the
uncertainty of design can also be considered as
adjustment factor. In the present study, the set-based
design method capable of considering the
uncertainties related to the state feedback controller
in control system design and the shape/size of
controlled object in structural system design at the
same time and satisfying the multiple design objects
as well is investigated. The design method is
different from the traditional point-based design
method. In PSD (Preference Set-based Design)
method which is one of the set-based design method,
the design variables and performance variables are
represented by interval set and solution sets of multi-
objective performances can be obtained considering
subspaces with higher satisfaction and robustness of
required performances.
In order to consider the applicability of PSD
method, a virtual inverted pendulum problem on cart
controlled by optimum regulator method in modern
control theory is studied. In the example problem,
five design variables (three and two design variables
for structural system and control system,
respectively), and two required performances (one is
performance for structural system and another for
control system) are selected. As a result of the
application, the effectiveness of PSD method could
be confirmed.
6 FUTURE WORK
Future study based on set-based design method can
be expected from various viewpoints including the
application of other control theory. For example,
turn over design method in modern control theory
has the variation in the position of folding line. By
using the position as a design variable, it is possible
to appropriately select pole placement that desires
transient characteristics. Based on these control
theories, simultaneous design of control and
structural systems will be discussed. Although not
discussed in this paper, we will consider the
influence of fluctuation of the preference in the PSD
method on the results of interval set solutions.
REFERENCES
Hara, F., 1992. Optimization of pipe-support allocation by
newral network, The Japan Society of Mechanical
Engineers, (C)58-550,pp. 1728-1734. (in Japanese)
Hatano, H., 1993. Optimization by GA, Journal of the
Society of Instrument and Control Engineers,32-1, pp.
52-57. (in Japanese)
Kubrusly, C. S., Malebranche, H., 1985. Sensors and
controllers location in distributed systems-A survey,
Automatica, 21-2, pp. 117-128.
Kabamba P.T., Longman, R.W., 1983. An integrated
approach to reduced-order control theory, Optimal
Control Applications & Methods, 4, pp. 405-415.
Kajiwara, I., Nagamatsu, A., 1994. Optimum design of
structure and control systems by modal analysis, The
Japan Society of Mechanical Engineers, (C)60-570,
pp.368-373. (in Japanese)
Khot, N. S., Öz, H., 1993. Structural-control optimization
with H2 and H constraints, 34th SDM (Structures,
Structural Dynamics and Materials) Conference,
AIAA-93-1470-CP, pp.1429-1437.
Mehra, R. K., 1976. Optimization of measurement
schedules and sensor designs for linear dynamic
systems,” IEEE Trans., AC-21-1, pp. 55-64.
Nahm, Y. -E., Ishikawa, H., 2005. Representing and
Aggregating Engineering Quantities with Preference
Structure for Set-based Concurrent Engineering,
Concurrent Engineering: Research and Applications,
13, 2, pp. 123-133.
Nahm, Y.-E. Ishikawa, H., 2006. Novel space-based
design methodology for preliminary engineering
design, International Advancement Technology, 28,
pp.1056-1070.
Nahm, Y. -E., Ishikawa, H., et al., 2006. Set-based multi-
objective design optimization (2nd report),
Transactions of the Society of Automotive Engineers of
Japan, 36-6, pp.163-168. (in Japanese)
Nakaminami, M., Tokuma, T., et al, 2007. Optimal
structure design methodology for compound multiaxis
ICINCO 2018 - 15th International Conference on Informatics in Control, Automation and Robotics
288
machine tools—Analysis of requirement and
specifications—, Int. J. of Automation Technology, 1-
2, pp. 78-86.
Obinata, G., 1997. Simultaneous optimal design of
structural system and control system, Journal of the
Society of Instrument and Control Engineers, 36, 4,
pp. 254-261. (in Japanese)
Soong, T. T., 1990. Active structural control, John Wiley
& son.
Simultaneous Design of Structural and Control Systems using Set-based Design Method
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