Nonlinear Dynamics Lec 1 and 2 (but actually 5) Flashcards
Why is important to consider none linearity
In reality everyting is none linearto some extent or other, we can only model linear behaviour mathematically so pretend everything is linear
How can we check an equation is linear simply
Check that it contains no powers of the variables of interest higher than the first (interest meaning input and outputs)
Why could you aruge all interesting systems are nonelinear
Nonelinearity is a signiture of interactions and that systems are important or interesting because they contain or express interactions
How is nonlinearity necessary for interactions
without nonelinearity there are no electromagnetic force
electrons would not bind to nuclei and atoms could not exist, no atms, no molecules, no life
How can we have interaction in dynamics through mass and springs and not have nonelinearity
As shown through modal analysis, through a change of coordinate system you can treat masses as SDOF systems, i.e. not interacting
Where no dynamics related scenarios do we see nonlinearity
interactions between particles
mathemtatical epidemology
Where does nonlinearity usually arise in structural dynamics
From geometrical sources (large deflections) or non hookian material behaviour where none linear force diplacement behaviour is seen
What level of deflection in encastre beams roughly causes nonlinearity
deformations greater than the thickness of the beam itself, due to large deflections changing the length of the beam generating axial strains
What is the simplest possible nonlinear dynamic equation
Duffings quation mY.. + k1Y + k3Y^3 = F
What ar the common types of nonlinearity in dynamics
cubic stiffness bilinear stiffness/damping nonlinear (quadratic) damping coulomb friction piecewise linear stiffness
What happens to an FRF plot with standard cubic stiffness nonlinearity as in duffings equation
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
If a structure is known to be nonelinear what can be done to work out a true resonant frequency
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
What happens to nonlinear FRFs due to increased excitation
If polynomial nolinearity, low excitations linear terms dominate and FRF indistinguishable from underlying system, higher excitaion FRF will deviate or distort from linear term
When is the only time you wouldnt get sin(wt) in, sin(wt) out in a linear system
transient phase at start, but this quickly decays after short time
In nonlinear system what is the output dependent on
amplitude, velocity and frequency