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Description
The flexible space structure benchmark[1] is a procedural modal model which represents structural dynamics with a selectable number actuators and sensors. This model is used for truss structures in space environments i.e. the COFS-1 (Control of Flexible Structures) mast flight experiment.
Model
In modal form the flexible space structure model for modes,
actuators and
sensors is of second order and given by:
with the parameters (damping ratio),
(natural frequency) and using the Hadamard product
.
The first order representation follows for
by:
with the matrices:
and their components:
where and
.
Benchmark Specifics
For this benchmark the system matrix is block diagonal and thus chosen to be sparse.
The parameters and math>\omega</math> are sampled from a uniform random distributions
and
respectively.
The components of the input matrix
are sampled form a uniform random distribution
,
while the output matrix
is sampled from a uniform random distribution
completely w.l.o.g, since if the components of
are random their scaling can be ignored.
Data
The following Matlab code assembles the above described ,
and
matrix for a given number of modes
, actuators (inputs)
and sensors (outputs)
.
function [A,B,C] = fss(K,M,Q)
rand('seed',1009);
xi = rand(1,K)*0.001; % Sample damping ratio
omega = rand(1,K)*100.0; % Sample natural frequencies
A_k = cellfun(@(p) sparse([-2.0*p(1)*p(2),-p(2);p(2),0]), ...
num2cell([xi;omega],1),'UniformOutput',0);
A = blkdiag(A_k{:});
B = kron(rand(K,M),[1;0]);
C = 10.0*rand(Q,2*K);
end
Reference
- ↑ W. Gawronski and T. Williams, "Model Reduction for Flexible Space Structures", Journal of Guidance 14(1): 68--76, 1991