Electrical Circuit, System Dynamics, Mechanical System - Slides | ECE 449, Exams of Electrical and Electronics Engineering

Material Type: Exam; Class: Continuous-System Modeling; Subject: Electrical & Computer Engr; University: University of Arizona; Term: Fall 2002;

Typology: Exams

Pre 2010

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December 20, 2002 Start Presentation
Final Examination - Solution
Electrical Circuit
Mechanical System
Chemical Reaction
Multi-valued Function
Tunnel diode
System Dynamics
December 20, 2002 Start Presentation
Electrical Circuit I
Given the following electrical circuit:
±U1
I2
pf3
pf4
pf5
pf8
pf9
pfa
pfd
pfe
pff

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December 20, 2002 Start Presentation

Final Examination - Solution

• Electrical Circuit

• Mechanical System

• Chemical Reaction

• Multi-valued Function

• Tunnel diode

• System Dynamics

December 20, 2002 Start Presentation

Electrical Circuit I

  • Given the following electrical circuit:

± U

I

December 20, 2002 Start Presentation

Electrical Circuit II

  • Draw a bond graph for this circuit.
  • Minimize the number of bonds needed (Hint: Apply the diamond rule).
  • Add causality strokes.
  • Decide whether the circuit contains any algebraic loops

and/or structural singularities.

December 20, 2002 Start Presentation

Electrical Circuit III

December 20, 2002 Start Presentation

Mechanical System II

  • Draw a bond graph describing this system.
  • Write a differential equation describing the motion of this

system in terms of the angular position θ.

  • For F=0, determine the value of θ, for which the system is

in equilibrium. Call this value θ ss.

  • Perform a variable transformation:
  • and rewrite your differential equation in terms of ϕ.
  • Create a state-space model for this system.

ϕ = θ - θss

December 20, 2002 Start Presentation

Mechanical System III

  • Draw a bond graph describing this system.

F

Fm

F 1 τ 1 τ 2 Fk

τJ

τB m·g

v (^1)

v (^1)

v (^1)

v 1 ω v (^2)

ω

ω

ω

F = F(t) mg = m·g 0 = F + mg – Fm – F 1 0 = Fm – m · dv 1 /dt

0 = τ 1 – R · F 1

0 = v 1 – R · ω

0 = τ 1 – τJ – τB – τ 2

0 = τJ – J · d ω /dt

τB = B · ω

τ 2 = r · Fk

v 2 = r · ω

dFk /dt = k · v 2

December 20, 2002 Start Presentation

Mechanical System IV

  • We have a structural singularity.

F = F(t) mg = m·g 0 = F + mg – Fm – F 1 0 = Fm – m · dv 1 /dt

0 = τ 1 – R · F 1

0 = v 1 – R · ω

0 = τ 1 – τJ – τB – τ 2

0 = τJ – J · d ω /dt

τB = B · ω

τ 2 = r · Fk

v 2 = r · ω

dFk /dt = k · v 2

F = F(t) mg = m·g 0 = F + mg – Fm – F 1 0 = Fm – m · dv 1

0 = τ 1 – R · F 1

0 = v 1 – R · ω

0 = τ 1 – τJ – τB – τ 2

0 = τJ – J · d ω /dt

τB = B · ω

τ 2 = r · Fk

v 2 = r · ω

dFk /dt = k · v 2

0 = dv 1 – R · d ω /dt

F = F(t) mg = m·g 0 = F + mg – Fm – F 1 0 = Fm – m · dv 1

0 = τ 1 – R · F 1

v 1 = R · ω

0 = τ 1 – τJ – τB – τ 2

0 = τJ – J · d ω /dt

τB = B · ω

τ 2 = r · Fk

v 2 = r · ω

dFk /dt = k · v 2

⇒ 0 = dv 1 – R · d^ ω^ /dt

December 20, 2002 Start Presentation

Mechanical System V

  • We now have an algebraic loop.

F = F(t) mg = m·g 0 = F + mg – Fm – F 1 0 = Fm – m · dv 1

0 = τ 1 – R · F 1

v 1 = R · ω

0 = τ 1 – τJ – τB – τ 2

0 = τJ – J · d ω /dt

τB = B · ω

τ 2 = r · Fk

v 2 = r · ω

dFk /dt = k · v 2

0 = dv 1 – R · d ω /dt ⇒

F = F(t) mg = m·g 0 = F + mg – Fm – F 1 0 = Fm – m · dv 1

0 = τ 1 – R · F 1

v 1 = R · ω

0 = τ 1 – τJ – τB – τ 2

0 = τJ – J · d ω /dt

τB = B · ω

τ 2 = r · Fk

v 2 = r · ω

dFk /dt = k · v 2

0 = dv 1 – R · d ω /dt

F = F(t) mg = m·g F 1 = F + mg – Fm Fm = m · dv 1

τ 1 = R · F 1

v 1 = R · ω

τJ = τ 1 – τB – τ 2

d ω /dt = τJ /J

τB = B · ω

τ 2 = r · Fk

v 2 = r · ω

dFk /dt = k · v 2

dv 1 = R · d ω /dt

December 20, 2002 Start Presentation

Mechanical System VIII

  • Variable transformation:

ϕ = θ – θss ⇒ θ = ϕ + θss ; ϕ = θ ; ϕ = θ

⇒ (J + m·R^2 ) · ϕ·· = R · (F + m·g) – B · ϕ· – k·r · ( ϕ + m·g·R / k·r )

⇒ (J + m·R^2 ) · ϕ·· = R · F – B · ϕ· – k·r · ϕ

December 20, 2002 Start Presentation

Mechanical System IX

  • State-space model:

x 1 = ϕ ; x 2 = ϕ· ; u = F

(J + m·R^2 ) · ϕ·· = R · F – B · ϕ· – k·r · ϕ

J + m·R^2

k·r J + m·R^2

B

J + m·R^2

R

x· 1 = x (^2)

x· 2 = − · x 1 − · x 2 + · u

December 20, 2002 Start Presentation

Chemical Reaction I

  • Dinitrogen-pentoxide (N 2 O 5 ) decays into nitrogen dioxide

(NO 2 ) and oxygen (O 2 ).

  • Determine the stoichiometric coefficients necessary to

satisfy mass flow continuity.

2N 2 O 5 → 4NO 2 + O 2

December 20, 2002 Start Presentation

Chemical Reaction II

  • The step reactions are:
  • where N 2 O 5 *^ is an energized N 2 O 5 molecule.

N 2 O 5 + N 2 O 5 → N 2 O 5 *^ + N 2 O 5

k 1

N 2 O 5 *^ → NO 2 + NO 3

k 2

NO 2 + NO 3 → NO + NO 2 + O 2

k 3

NO + NO 3 → 2NO 2

k 4

December 20, 2002 Start Presentation

Multi-valued Function I

  • Model the following multi-valued function in Modelica by

means of suitable if- and when-statements.

x

f(x)

December 20, 2002 Start Presentation

Once we operate inside the when-statement, we may assume

that x on the right hand side has assumed exactly one of the

three threshold values. Hence it is straightforward to test,

which of the events has occurred.

f = if x < xm /2 then fm else if x < x (^) p /2 then f (^) p else 0 ;

Multi-valued Function II

December 20, 2002 Start Presentation

We now can simulate.

December 20, 2002 Start Presentation

The value of the function f(x) can only change, when either x

becomes more negative than xm, or when x becomes more

positive than 0 , or finally, when x becomes smaller than x p.

In either of these three situations, an Iteration needs to take

place in order to determine the intersection accurately.

The event condition is formulated by means of a when-

statement.

when { x < xm , x > 0 , x < x (^) p } then ...

The iteration starts, when either one of these three conditions becomes true.

December 20, 2002 Start Presentation

We start by parameterizing the curve. A possible solution is

the following:

i

u u 1 u 2

i (^2) i (^1)

s = 0

s = 1 s = 2

s = 3 s = 4

s^ → ∞

- ∞ ← s

blocking conducting i2B

u1B i1B

u2B

December 20, 2002 Start Presentation

December 20, 2002 Start Presentation

System Dynamics I

  • We wish to create a System Dynamics model that

describes the processes of osmosis and diffusion in sugar

cane:

Osmosis is the process of water intake by the plant.

Diffusion is the process of sucrose loss to the environment.

December 20, 2002 Start Presentation

System Dynamics II

  • Both rates follow the same general rule:
  • The gradient is the difference between the concentrations.
  • The flow is always from the side of the higher

concentration to that of the lower concentration.

  • The concentrations are computed as:

Rate = permeability · gradient

concentration =

amount volume

December 20, 2002 Start Presentation

December 20, 2002 Start Presentation