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SYSTEM OF ORDINARY DIFFERENTIAL EQUATIONS. Example:. Mathematical model of a mechanical system is defined as a system of differential equations as follows:. where f is input, x 1 are x 2 outputs. At t=0 x 1 =2 and x 2 =-1. Find the eigenvalues of the system. - PowerPoint PPT Presentation
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SYSTEM OF ORDINARY DIFFERENTIAL EQUATIONS
Example:
Mathematical model of a mechanical system is defined as a system of differential equations as follows:
f2x5x12x0f5.1x15x20x
212
211
where f is input, x1 are x2 outputs.
At t=0 x1=2 and x2=-1.
a) Find the eigenvalues of the system.
b) If f is a step input having magnitude of 3, find x1(t).
c) If f is a step input having magnitude of 3, find x2(t).
d) Find the response of x1 due to the initial conditions.
e) Find the response of x2 due to the initial conditions.
f) How do you obtain [sI-A]-1 with MATLAB?
Let us obtain the State Variables Form so as to 1st order derivative terms are left-hand side and non-derivative terms are on the right-hand side.
f2x5x12xf5.1x15x20x
212
211
5s121520s
5121520
s00s
AsI
f25.1
xx
5121520
xx
2
1
2
1
State Variables Form
A B
280s15s)15(*)12()5s(*)20s(AsIdet 2
D(s)
20s12155s
280s15s1
]AsI[ 21
SYSTEM OF ORDINARY DIFFERENTIAL EQUATIONS
a) Eigenvalues are roots of the polynomial D(s) or eigenvalues of the matrix A.
8371.10s8371.25s
1*2)280(*1*41515
s
0280s15s)s(D
2
1
2
2,1
2
or
b) x1(t) due to the forcing
)s(F25.1
AsI)0(x)0(x
AsI)s(X)s(X 1
2
11
G2
1
General Solution Solution due to the initial conditions
Homogeneous Solution
Solution due to the input Particular Solution
Initial Conditions
s
.
s
s
ss)s(X
)s(X
P
3
2
51
2012
155
28015
12
2
1
sss
.s.
s]*.)*s[(
ss)s(X
P 28015
567543215515
28015
12321
clc;clear;num=[4.5 67.5];den=[1 15 -280 0];[r,p,k]=residue(num,den)
SYSTEM OF ORDINARY DIFFERENTIAL EQUATIONS
241102925005150
0
24110
837110
29250
837125
05150
8371108371251
1
.e.e.)t(x
s
.
.s
.
.s
.)s(X
t.t.P
P
System is instable because of the positive root. 0 0.5 1 1.5 2-1
0
1
2
3
4
5
6
7
8x 10
8
t(s)
x1(t
)
c) x2(t) due to input
s280s15s174s6
s3
]2*)20s(5.1*15[280s15s
1)s(X 2322Ö
clc;clear;num=[6 174];den=[1 15 -280 0];[r,p,k]=residue(num,den)
6214060140020
0
62140
837110
60140
837125
020
8371108371252
2
.e.e.)t(x
s
.
.s
.
.s
.)s(X
t.t.P
P
0 0.5 1 1.5 20
2
4
6
8
10
12
14
16x 10
8
t(s)
x2(t
)
Laplace transform of x2p
SYSTEM OF ORDINARY DIFFERENTIAL EQUATIONS
d) x1 due to the initial conditions.
12
20s12155s
280s15s1
)s(X)s(X
2h2
1
280s15s25s2
280s15s)1(*152*)5s(
)s(X 22h1
clc;clear;num=[2 -25];den=[1 15 -280];[r,p,k]=residue(num,den)
t8371.10t8371.25h1 e0907.0e0907.2)t(x
e) x2 due to the initial conditions
280s15s4s
280s15s)1(*)20s(2*12
)s(X 222h
clc;clear;num=[-1 4];den=[1 15 -280];[r,p,k]= residue(num,den)
t8371.10t8371.25h2 e1864.0e8136.0)t(x
f) [sI-A]-1 with Matlab.clc;clear;syms s;i1=eye(2)A=[-20 15;12 5];a1=inv(s*i1-A)pretty(a1)
SYSTEM OF ORDINARY DIFFERENTIAL EQUATIONS
Example:
Mathematical model of a system is given below. Where V(t) is input, q1(t) and q2(t) are outputs.
• Write the equations in the form of state variables.
• Write Matlab code to obtain eigenvalues of the system.
• Write Matlab code to obtain matrix [sI-A]-1.
• Results of (b) and (c) which are obtained by computer are as follows:
s6s4s15s156s4s6s415
6s615s4
)15s6s4(s1
]AsI[2
2
2
21 0s,i7854.175.0s 32,1
At t=04.0)0(q3)0(q
5)0(q
2
2
1
and V(t) is a step input having magnitude of 2.
2qFind the Laplace transform of due to the initial conditions.
e) Find the Laplace transform of q1 due to the input.
2
t (s)
V2(t)
121 q2V)qq(3
0)qq(3q8.0 212
SYSTEM OF ORDINARY DIFFERENTIAL EQUATIONS
121 q2V)qq(3 0)qq(3q8.0 212
a) State variables are q1, q2 and .uq2
System of differential equations is arranged so as to 1st order derivative terms are left-hand side and non-derivative terms are on the right-hand side.
212
2
211
q75.3q75.3quuq
V5.0q5.1q5.1q
b) Matlab code which gives the eigenvalues of the system.
A=[-1.5 1.5 0;0 0 1;3.75 -3.75 0]; eig(A)
c) Matlab code which produces [sI-A]-1
clc;clearA=[-1.5 1.5 0;0 0 1;3.75 -3.75 0];syms s;i1=eye(3);sia=inv(s*i1-A);pretty(sia)
V005.0
uqq
075.375.310005.15.1
uqq
2
1
2
1
A B
State variables
SYSTEM OF ORDINARY DIFFERENTIAL EQUATIONS
4.03
5
s6s4s15s156s4s6s415
6s615s4
)15s6s4(s1
)s(U)s(Q)s(Q
2
2
2
2
h
2
1
)0(u)0(q)0(q
]AsI[)s(U)s(Q)s(Q
2
11
h
2
1
)s6s4(*4.0)s15*3(s15*5)15s6s4(s
1)s(U)s(Q 2
2hh2
15s6s44.122s6.1
)15s6s4(ss4.122s6.1
)15s6s4(ss4.2s45s75s6.1
)s(U)s(Q 22
2
2
2
hh2
d)
e)
s2
005.0
s6s4s15s156s4s6s415
6s615s4
)15s6s4(s1
)s(U)s(Q)s(Q
2
2
2
2
Ö
2
1
s2
005.0
]AsI[)s(U)s(Q)s(Q
1
Ö
2
1
234
22
2Ö1 s15s6s415s4
s2
*)15s4(*5.0)15s6s4(s
1)s(Q
SYSTEM OF ORDINARY DIFFERENTIAL EQUATIONS
Example: Write the equation of motion of the mechanical system given below in the State Variables Form. Force applied on the system is F(t)=100 u(t) (a step input having magnitude 100 Newtons) and at t=0 x0=0.05 m and dx/dt=0. Find x(t) and v(t).
)t(Fxkdtdx
cdt
xdm 2
2
State variables are x and v=dx/dt .
)t(Fm1
xmk
vmc
xv
vx
m=20 kg
c=40 Ns/m
k=5000 N/m
)t(Fm/1
0vx
m/cm/k10
vx
)t(F05.00
vx
225010
vx
Matlab program to obtain eigenvalues:
>>a=[0 1;-250 -2];eig(a)
SYSTEM OF ORDINARY DIFFERENTIAL EQUATIONS
)t(F05.00
vx
225010
vx
Applying Laplace transform and arranging,
)s(F05.00
)s(V)s(X
225010
v)s(sVx)s(Xs
0
0
)s(F05.00
vx
)s(V)s(X
225010
)s(V)s(X
s0
0
)s(F05.00
vx
)s(V)s(X
225010
)s(V)s(X
1001
s0
0
)s(F05.00
vx
)s(V)s(X
AsI0
0
)s(F05.00
AsIvx
AsI)s(V)s(X 1
0
01
Solution due to the inputSolution due to the initial conditions
s25012s
)AsI(Det1
AsI
2s2501s
AsI
1
250s2s)AsI(Det 2
SYSTEM OF ORDINARY DIFFERENTIAL EQUATIONS
s25012s
250s2s1
AsI 21
s100
05.00
s25012s
250s2s1
005.0
s25012s
250s2s1
)s(V)s(X
22
s100
)s(F
For x(t) ;
clc;clear;num=[0.05 0.1 5];den=[1 2 250 0];[r,p,k]=residue(num,den)
)250s2s(s5s1.0s05.0
)s(X 2
2
250s2s
5.7)s(V 2
clc;clear;syms s;A=[0 1;-250 -2];i1=eye(2); %unit matix with dimension 2x2 siA=s*i1-A;x0=[0.05;0]; %Initial conditionsB=[0;0.05];Fs=100/s;X=inv(siA)*x0+inv(siA)*B*Fs;pretty(X)
s02.0
)i7797.151(si001.0015.0
)i7797.151(si001.0015.0
)s(X
SYSTEM OF ORDINARY DIFFERENTIAL EQUATIONS
02.0)t7797.15cos(Ae)t(x t rad0.0666)i001.0015.0(angle
0301.0)i001.0015.0(abs*2A
02.0)0666.0t7797.15cos(e0301.0)t(x t
s02.0
)i7797.151(si001.0015.0
)i7797.151(si001.0015.0
)s(X
Steady-state value (Final value)
0 1 2 3 4 5 6-0.01
0
0.01
0.02
0.03
0.04
0.05
0.06
t (s)
x(t)
Initial value, x0
SYSTEM OF ORDINARY DIFFERENTIAL EQUATIONS
250s2s5.7
)s(V 2 For v(t)
clc;clear;num=[-7.5];den=[1 2 250];[r,p,k]=residue(num,den)
)i7797.151(si2376.0
)i7797.151(si2376.0
)s(V
)t7797.15cos(Ae)t(v t
rad2/)i2376.0(angle4752.0)i2376.0(abs*2A
)57.1t7797.15cos(e4752.0)t(v t
0 1 2 3 4 5 6-0.5
-0.4
-0.3
-0.2
-0.1
0
0.1
0.2
0.3
0.4
t (s)
v(t)
SYSTEM OF ORDINARY DIFFERENTIAL EQUATIONS
Example: Mathematical model of a mechanical system having two degrees of freedom is given below. If F(t) is a step input having magnitude 50 Newtons, find the Laplace transforms of x and θ.
R=0.2 m
m=10 kg
k=2000 N/m
c=20 Ns/m
)t(FRk2xk2xm
0Rk3xRk2RcmR 222
)t(F800x4000x10
0240x8008.04.0
State variables
vx
x
600x2000210
)t(F80x400xv
vx
)t(F
01.0
00
v
x
206002000008040010000100
v
x
SYSTEM OF ORDINARY DIFFERENTIAL EQUATIONS
clc;clearA=[0 0 1 0;0 0 0 1;-400 80 0 0;2000 -600 0 -2];syms s;eig(A)i1=eye(4);sia=inv(s*i1-A);pretty(sia)
)s(F
01.0
00
]AsI[v
x
]AsI[
)s()s(V)s()s(X
1
0
1
80000s800s1000s2s)s(D 234
If the initial conditions are zero, only the solution due to the input exists. s
50)s(FFor
1]AsI[
Eigenvalues: System is stable since real parts of all eigenvalues are negative.
SYSTEM OF ORDINARY DIFFERENTIAL EQUATIONS
s80000s800s1000s2s3000s10s5
s50
80000s800s1000s2s)600s2s(*1.0
)s(X 2345
2
234
2
s80000s800s1000s2s10000
s50
80000s800s1000s2s2000*1.0
)s( 2345234
)s()s(V)s()s(X
s50
01.0
00
SYSTEM OF ORDINARY DIFFERENTIAL EQUATIONS