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Viscoelastic Damping
Zener Model

Viscoelastic Damping
Mohammad Tawfik

WikiCourses#
http://WikiCourses.WikiSpaces.com
Zener Model
• The Zener model
describes the material
as a viscous damper
in parallel with an
elastic stiffness and
both are in series with
another stiffness.
• The strain may be
written as:
Viscoelastic Damping
Mohammad Tawfik

ε=ε s +ε 1
WikiCourses#
http://WikiCourses.WikiSpaces.com
Stress-Strain Relation
• The stress is is given
by the relation:
• From which we may
write:
• Or:

σ =E s ε s =E p ε1 +C d ε 1
˙
σ
σ
ε s = , ε1=
Es
E p +sC d
σ
σ
ε=
+
E s E p + sC d
¿σ

Viscoelastic Damping
Mohammad Tawfik

(

E p + sC d + E s
E s ( E p + sC d )

)

WikiCourses#
http://WikiCourses.WikiSpaces.com
Stress-Strain Relation
• Giving:

E s ( E p +sC d ) ε=( E p +sC d + E s ) σ

• Back to time domain:

E s E p ε+ E s C d ε =( E p + E s ) σ +C d σ
˙
˙

Eε +Eβ ε =σ +α σ
˙
˙
Viscoelastic Damping
Mohammad Tawfik

WikiCourses#
http://WikiCourses.WikiSpaces.com
Zener Model Characteristics
• Creep:
– For constant stress, we get:
– Giving:

Eε +Eβ ε =σ 0
˙
σ 0 e−t / β
ε= −
E
Es

Viscoelastic Damping
Mohammad Tawfik

WikiCourses#
http://WikiCourses.WikiSpaces.com
Zener Model Characteristics
• Relaxation:
– For constant strain, we get:
– Which gives:

Viscoelastic Damping
Mohammad Tawfik

Eε=σ +α σ
˙

σ =σ 0 + Eε 0 ( 1−e−t /α )

WikiCourses#
http://WikiCourses.WikiSpaces.com
Zener Model Characteristics
• Storage and Loss Factors:

σ =σ 0 e
ε=ε 0 e

– For harmonic stress:
– Which drives the strain
harmonically:
– Giving:

Eε o + jωE βε o =σ o + j ωασ o

jωt
jωt

2

1+ω αβ + jω ( β−α )
1+ j ωβ
σ o= E
ε o= E
εo
2 2
1+ j ωα
1+ω α
Viscoelastic Damping
Mohammad Tawfik

WikiCourses#
http://WikiCourses.WikiSpaces.com
Zener Model Characteristics

(

)

2

1+ ω αβ jω ( β−α )
σ o= E
+
εo
2 2
2 2
1+ω α
1+ω α
'

σ o= E ( 1+ jη ) ε o

Viscoelastic Damping
Mohammad Tawfik

WikiCourses#
http://WikiCourses.WikiSpaces.com
Frequency Dependent Behavior
2
1.8
1.6
Modulus

1.4
1.2
1
0.8
0.6

E

0.4

u

0.2
0
0

1

2

3

4

Frequency

Viscoelastic Damping
Mohammad Tawfik

WikiCourses#
http://WikiCourses.WikiSpaces.com
Other Models
• Some, more accurate, models were developed
to represent the behavior of viscoelastic material
• The greatest concern was paid for the modeling
in the time domain.
• The most famous models are:
– Golla-Hughes-McTavish
– Augmented Temperature Field
– Fractional Derivative
Viscoelastic Damping
Mohammad Tawfik

WikiCourses#
http://WikiCourses.WikiSpaces.com

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Viscoelastic Damping: Zener model

  • 1. Viscoelastic Damping Zener Model Viscoelastic Damping Mohammad Tawfik WikiCourses# http://WikiCourses.WikiSpaces.com
  • 2. Zener Model • The Zener model describes the material as a viscous damper in parallel with an elastic stiffness and both are in series with another stiffness. • The strain may be written as: Viscoelastic Damping Mohammad Tawfik ε=ε s +ε 1 WikiCourses# http://WikiCourses.WikiSpaces.com
  • 3. Stress-Strain Relation • The stress is is given by the relation: • From which we may write: • Or: σ =E s ε s =E p ε1 +C d ε 1 ˙ σ σ ε s = , ε1= Es E p +sC d σ σ ε= + E s E p + sC d ¿σ Viscoelastic Damping Mohammad Tawfik ( E p + sC d + E s E s ( E p + sC d ) ) WikiCourses# http://WikiCourses.WikiSpaces.com
  • 4. Stress-Strain Relation • Giving: E s ( E p +sC d ) ε=( E p +sC d + E s ) σ • Back to time domain: E s E p ε+ E s C d ε =( E p + E s ) σ +C d σ ˙ ˙ Eε +Eβ ε =σ +α σ ˙ ˙ Viscoelastic Damping Mohammad Tawfik WikiCourses# http://WikiCourses.WikiSpaces.com
  • 5. Zener Model Characteristics • Creep: – For constant stress, we get: – Giving: Eε +Eβ ε =σ 0 ˙ σ 0 e−t / β ε= − E Es Viscoelastic Damping Mohammad Tawfik WikiCourses# http://WikiCourses.WikiSpaces.com
  • 6. Zener Model Characteristics • Relaxation: – For constant strain, we get: – Which gives: Viscoelastic Damping Mohammad Tawfik Eε=σ +α σ ˙ σ =σ 0 + Eε 0 ( 1−e−t /α ) WikiCourses# http://WikiCourses.WikiSpaces.com
  • 7. Zener Model Characteristics • Storage and Loss Factors: σ =σ 0 e ε=ε 0 e – For harmonic stress: – Which drives the strain harmonically: – Giving: Eε o + jωE βε o =σ o + j ωασ o jωt jωt 2 1+ω αβ + jω ( β−α ) 1+ j ωβ σ o= E ε o= E εo 2 2 1+ j ωα 1+ω α Viscoelastic Damping Mohammad Tawfik WikiCourses# http://WikiCourses.WikiSpaces.com
  • 8. Zener Model Characteristics ( ) 2 1+ ω αβ jω ( β−α ) σ o= E + εo 2 2 2 2 1+ω α 1+ω α ' σ o= E ( 1+ jη ) ε o Viscoelastic Damping Mohammad Tawfik WikiCourses# http://WikiCourses.WikiSpaces.com
  • 10. Other Models • Some, more accurate, models were developed to represent the behavior of viscoelastic material • The greatest concern was paid for the modeling in the time domain. • The most famous models are: – Golla-Hughes-McTavish – Augmented Temperature Field – Fractional Derivative Viscoelastic Damping Mohammad Tawfik WikiCourses# http://WikiCourses.WikiSpaces.com