Nonlinear Dynamics Lec 1 and 2 (but actually 5) Flashcards

1
Q

Why is important to consider none linearity

A

In reality everyting is none linearto some extent or other, we can only model linear behaviour mathematically so pretend everything is linear

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2
Q

How can we check an equation is linear simply

A

Check that it contains no powers of the variables of interest higher than the first (interest meaning input and outputs)

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3
Q

Why could you aruge all interesting systems are nonelinear

A

Nonelinearity is a signiture of interactions and that systems are important or interesting because they contain or express interactions

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4
Q

How is nonlinearity necessary for interactions

A

without nonelinearity there are no electromagnetic force

electrons would not bind to nuclei and atoms could not exist, no atms, no molecules, no life

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5
Q

How can we have interaction in dynamics through mass and springs and not have nonelinearity

A

As shown through modal analysis, through a change of coordinate system you can treat masses as SDOF systems, i.e. not interacting

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6
Q

Where no dynamics related scenarios do we see nonlinearity

A

interactions between particles

mathemtatical epidemology

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7
Q

Where does nonlinearity usually arise in structural dynamics

A

From geometrical sources (large deflections) or non hookian material behaviour where none linear force diplacement behaviour is seen

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8
Q

What level of deflection in encastre beams roughly causes nonlinearity

A

deformations greater than the thickness of the beam itself, due to large deflections changing the length of the beam generating axial strains

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9
Q

What is the simplest possible nonlinear dynamic equation

A

Duffings quation mY.. + k1Y + k3Y^3 = F

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10
Q

What ar the common types of nonlinearity in dynamics

A
cubic stiffness
bilinear stiffness/damping
nonlinear (quadratic) damping
coulomb friction
piecewise linear stiffness
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11
Q

What happens to an FRF plot with standard cubic stiffness nonlinearity as in duffings equation

A

the k3 y^3 term acts like an ever increasing stiffness with higher excitation stiffer the structure gets and the FRF peak move to the right

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12
Q

If a structure is known to be nonelinear what can be done to work out a true resonant frequency

A

If standard cubic stiffness nonlinearity, apply a small excitation will lead to a small y value thus y^3 becomes very small and the nonlinear term disappears. If a large excitation is applied without realising and use FRF to work back to physical properties get increased stiffness to true

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13
Q

What happens to nonlinear FRFs due to increased excitation

A

If polynomial nolinearity, low excitations linear terms dominate and FRF indistinguishable from underlying system, higher excitaion FRF will deviate or distort from linear term

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14
Q

When is the only time you wouldnt get sin(wt) in, sin(wt) out in a linear system

A

transient phase at start, but this quickly decays after short time

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15
Q

In nonlinear system what is the output dependent on

A

amplitude, velocity and frequency

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16
Q

What physical components often lead to nonlinearities

A

actuators, bearings, linkages or elastomeric elements

17
Q

What is a bode plot

A

plot of the magnitude and phase separately against frequency

18
Q

What is a Nyquist/Argand representation

A

Plots the real part against the imaginary part - a locus in the complex planes as frequency varies

19
Q

What shape is given on a nyquist plot for a linear system

A

Nyquist plot for a mobility FRF is an ellipse

20
Q

Why is the nyquist plot of a receptane FRF for a linear system not a circle

A

as FRF is equal to 1/(mw^2 + icw + k)
as frequency tends to zero FRF tends to 1/k
as frequency tends to infinity FRF tends to 0
Dont get back to 1/k
For velocity pure circle as tend to zero

21
Q

Draw a sketch of a linear system bode and nyquist plot

A

See presentation

22
Q

Whats the simplest system we can consider for a nonlinear system

A

Consider a SDOF oscialltor with separate nonlinear damping and stiffness term
my.. + fd(y.) + fs(y) = x(t)

23
Q

In duffiings equation what does the nonlinear stiffness look like

A

k3*y^3
if k3 positive system gets stiffer as amplitude increases i.e hardening noe linearity
if k3 negative system gets softer

24
Q

What does k3 control in duffings equation

A

Controls extent on nonlinearity if big none linear at small forces, if small need to push to see none linear

25
Q

Draw a diagram of what happens to the FRF bode and nyquist plot with a positive cubic stiffness and where might you see this

A

See presentation
higher level of excitation restoring force greater than expected from the linear term alone
effect increases as the forcing level increases hardening
in clamped plates and beams

26
Q

Draw a diagram of what happens to the FRF bode and nyquist plot with a negative cubic stiffness and where might you see this

A

See presentation
Effectives stiffness decreases as the level of excitation increases, referred to as softening
buckling beams

27
Q

Why are truly negative cubic stiffness referred to as unphyiscal

A

Because they are unstable, they may have more than one equilibrium position

28
Q

What is a bilinear stiffness

A

Stiffness has a change over point f = k1y @ y>0, f = k2y @ y<0

29
Q

What is the most extreme example of a bilinear system

A

impact osciallator, infinite stiffess on one side and zero stiffness on the other
Example being a ball bouncing against a wall

30
Q

Where might you find bilinear dampers

A

Shock abosrbers, slow down motion in both direction, want to stay in contact with the road -> road holding high damping
Comfort for user -> low damping

31
Q

How do bilinear stiffnesses/damping distort FRFs

A

Dont distort as one rare nonlinear system which display homogeneity, but this is only true if the position of the change in stiffness is at the origin. If offset by any degree, dont get homogenity if level of excitation is sufficiently high

32
Q

What is quadratic damping

A

Most common form of polynomial damping, occurs when fluid flows through an orifice

33
Q

Draw a diagram of what happens to the FRF bode and nyquist plot with a quadratic damping

A

See presentation

Increasing excitation increases damping

34
Q

What is coloumb damping

A

Constant resistance to veloicty, dependent only on direction, common in any situation with relative motion of interfaces in contact

35
Q

Draw a diagram of what happens to the FRF bode and nyquist plot with a coloumb damping

A

See presentation
Friction unusual as most evident at low levels of excittion, where in extreme cases stick slip can occur
At high levels of excitation friction breaks out and system will behave monially linearly
Higher damping at lower excitations

36
Q

What is piecewise linear stiffness

A

Have three distinct regions of stiffness that are linear

37
Q

What are the two special cases of piecewise linear stiffness

A

saturation or limiter nonlinearity where central stiffness is constant and the outer areas are zero
clearence or backlash nolinearity has central stiffness that is zero

38
Q

Why is backlash nonlinearity worse than central saturation nonlinearity

A

if keep going back the break point moves