Chap 16: Basics of Vibration (alot of eqns) Flashcards
parameters for lump mass model
Mass, m: include any component contributing to the total mass of system
spring constant, k: stiffness of components that resists deformation in response to applied force
damping coefficient, c: all energy dissipating mechanisms within the system
basic equation for single degree of freedom (x axis only) and its forces
Forces: P, spring force (kx), damping force (cẋ)
Sum of Fx = m*ẍ
basic eqn: mẍ + cẋ + kx = P
free vibration equation stuff
when P = 0, free vibration equation is:
mẍ + cẋ + kx = 0
theoretically, total energy remains the same over time, amplitude of vibration does not change so, damping = 0
reality, energy will dissipate over time and amplitude will reduce to zero so, damping ≠ 0
angular frequency definition
an angular frequency value at which an object vibrates when subject to initial force and absence of driving force
can be modified by changing mass (m) or stiffness (k)
undamped free vibration equation
mẍ + cẋ + kx = 0
c = 0, therefore
mẍ + kx = 0, divide by m and substitube wn
ẍ + wn^2 x = 0
forced vibration equation
P =/= 0
mẍ + cẋ + kx = P
P = F0sinωt
P = bsinwt, b = F0 / k