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Information on the dynamics and statics of linear and nonlinear spring elements. It covers the calculation of static deflection, the equation of motion, and the free body diagram for various spring configurations. The document also includes notes on the assumptions made and the significance of the static equilibrium position.
Typology: Study notes
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1
s
Free length
l
s
s static deflection
Applied force on spring
deflection K =d
F /d
s
s
Notes: a)
Spring element is regarded as massless b)
= stiffness coefficient is constant
2
Free length
l
s staticdeflection
static deflection
K =d
F /d
s
Notes: a)
Block has weight
W= Mg
b)
Block is regarded as a point mass
s^
s
Balance of static forces
Reaction force from spring
4
spring
Notes:
Motions from SEP
Freelength l
SEP (t)
M
spring
(t)
2
2
X
1
s
Free length
l
s
s static deflection
Applied force on spring
static deflection
s
s
Notes: a)
Spring element is massless b)
Force vs. deflection curve is NONlinear c)
1 and
3 are material parameters
3
1
3
F^
K^
K ^
^
3
1
3
F
K
K ^
3
(t)
Free length
l
SEP (t)
Reaction force from spring
deflection
s
s
Notes: a)
Coordinate
describing motion has
origin at
Static Equilibrium Position
b)
For free body diagram, assume stateof motion, for example
(t)^ >
c)
Then,
state
Newton’s equation of
motion d)
Assume no lateral (side motions)
Free Body diagram
(t)
M
spring
acceleration
4
Motions from SEP
SEP (t)
M
2 2 X
d^
X
A^
X
d t ^
^
^
^
^
(^3)
1
3
spring
s^
s
( ) t^
spring
M X
F
W
F
^
( )^
1
3
t^
s^
s
M X
F^
W
K^
X^
K
X
^
^
^
^
^
Expand RHS:
3
2
2
3
( )^
1
3
t^
s^
s^
s^
s
^
^
3
2
2
3
( )
1
3
1
3
3
3
3
t^
s^
s^
s^
s
M X
F^
W
K
K
K
K
X^
K^
X^
X
^
^
^
^
^
^
^
^
Cancel terms from force balance at SEP to get
2
2
3
1
3
3
( )
s^
s^
t
6
(t)
M
( )
e^
t
M X
K
X
F
^
2
1
3 3
e^
s
K
K
K
^
3
1
3
2
1
3 3
s
spring
e^
s
d^
K^
K
dF
K^
K^
K
d^
d
^
^
^
^
^
^
deflection
s^
e
s
deflection
Stiffness(linear)