Docsity
Docsity

Prepare for your exams
Prepare for your exams

Study with the several resources on Docsity


Earn points to download
Earn points to download

Earn points by helping other students or get them with a premium plan


Guidelines and tips
Guidelines and tips

The rigid bracket sketched below, with bar lengths L, is given an initial condition and it, Cheat Sheet of Mechanics

The rigid bracket sketched below, with bar lengths L, is given an initial condition and its free vibration as measured. It is viscously damped. The equation of motion is also given for small angles 0. If in = 3 kg, k = 800 N/m, and xo/x2 = 1.87 is the ratio of the initial peak to the peak that occurs two cycles later, find the viscous damping coefficient, c. You can use small ~ approximations.

Typology: Cheat Sheet

2021/2022

Uploaded on 06/05/2023

dream-team-8
dream-team-8 🇺🇸

1 / 8

Toggle sidebar

This page cannot be seen from the preview

Don't miss anything!

bg1
Lecture Notes copyright Brian Feeny 2023
Viscously
Damped
Free
Vibration
(2.6)
IF
=
mj.
m
FBD
lix
-
-
mi
+
kx
+
F
=
0
damping
1
-
x
T
I
element
linear
mass-
damping
(N)
(i)(m/s)
spring
fore
Linear
viscous
damping
I
=
cX
=
-
mi
+
(x
+
kx
=
0
x
e
(1)
where
was
m
25w
=
E
Ur
3
=
zwn=
s
Lin:
Use
me,
c,
ke
as
effective
mass,
damping,
stiffness
coefts
in
more
complicated
systems
line,
use
coefts
of
,
x,
x
when
defining
wa,
33
Units
of
C
are
N/mss
=
Ns/
m
=
kg/s
3
=
.rs
is
msionless
Crad
is
a
math
unit)
I
called
the
gratio,
a
factor
2
is
called
the
damping
coefficent
Find
soln
to
(1).
Seek
x=
Aest
plug
into
(1)
x
=
Asest
=
As
est
pf3
pf4
pf5
pf8

Partial preview of the text

Download The rigid bracket sketched below, with bar lengths L, is given an initial condition and it and more Cheat Sheet Mechanics in PDF only on Docsity!

Lecture Notes copyright Brian Feeny 2023

Viscously Damped^ Free (^) Vibration (^) (2.6) IF = mj. m FBD lix

mi (^) + kx +F= 0 damping

x

T I element linear^ mass- (^) damping (N) (^) (i)(m/s) spring^ fore Linear viscous (^) damping I =cX^ = - mi +(x^ +kx^ = 0 x e (1) where (^) wasm 25w=E Ur^3 = zwn=s Lin: Use (^) me, c, ke as (^) effective mass, (^) damping, stiffness coefts in (^) more complicated (^) systems line, (^) use coeftsof, x, x when defining wa,^33 Units ofC^ are^ N/mss =^ Ns/m

kg/s 3 = .rs is msionless Crad (^) is a math unit) I called the^ gratio, afactor (^2) is called the^ damping coefficent Find soln^ to^ (1). Seek^ x= Aest^ plug into (1) x = Asest = Asest

Ast +^ 2wnAset+ wiket

  • o (^3) + 23WnS + W, = 0 characteristic equ Roots:11,2 =^ - 3w = Wn General (^) soln (S, FS2): x = A,esit + (^) Acest = A,el- 3w^
  • wri)t +Anetzwerwilt Note:Three cases 331, S,^ Se^ are^ real 31, S., Se are^ complex (^) conjugates 3 = 1, S,^ =^ S2^ repeated^ real (^) roots 331, overdumped x = A,emi)t +^ Anist 5, O (^) 5249, 40 #let

m

#est (20 here) t Note: est decays more^ quickly than^ est est (^) defines the speed ofthe^ system as^ it returns to^ zero (^) (equilib).

Wd=frequencyofdamped^ oscillation.^ Wa=WVSI Footnotes &can solve for (^) A., Az in (^) terms ofC, (^) (real)

  • A,

I(, +i),Az^ =^ t(c,-i() C, (^) real IX, preal) **Initial conditions x(0) = xo, XCU) = vo. Apply to x(t) =^2

swnt[C,coswat t? (^) sinwat] x(0) =^ eo(C,(r^

  • (,sinc) = c,

xo x(0) =^ - 5w,4 (^) +WaCz =Vo => = No c = WnXo real

(Formula (^) good for^ free^ vibration^ only!)

Free (^) Vibration, linear viscous damping Had Y^ +23WnX + (^) WX = 0 X = Aest => S,2 =^ -^ fun!Wn-

  1. (^) overdamped, exponential response (^37) underdumped, decaying oscillatoryresponse.^ We^ Wars" S1,2 = -3WntiWgt, x^ = Ne-Swntcos(wattY) 3 = 1 critically damped^ S,^ = S2 =^ -^ TWn^ = - Wn XI) = A,c- Wnt +Azte
  • Wat (^) X I Response "looks"exponential en Root (^) Locus:sketch roots, S,,2^ as^3 varies

t Im 0x3; (^) · iWn S

Re 3 - 1 3 = 1 C I 9 =^0 S =^ - 5wnE wa- · (^) - iwn 3 = (^0) Sz = liwn x(t) = Asin(Wnt+) undamped,^ studied earlier (^321) S,2 =^ - zwn1iwngr on circle 3 =1^ S,,2 =^ - We (^331) Se =^ - 3w =w-^ real est (^) real (^) partof S (^) determines decay rate im (^) partof^ s (^) determines oscillation (^) freg. (Ifunderdamped "optimal"decay rate^ ("fastest")^ when^ 3=

From (^) data (bar (^) only), solve (^) for a (^) (and (^) xi) Need (^) Io = iumb"

m(z

5)=... = km y (a) Solve^ for^ C=>

c =

ato: N2) (sm2) (5m) = 1257kg/s Need (^) Ki = We lo (only) = (2π- 10 ris)"(I kgm2)^

4386(Nm) I ↑ withoutM (b) find 5 with^ added^ M = Fobar+Frm

kgm

  • 10kg(2 -

(=in)

5 kym New (^) in = I-swY = (^20) s 12 = 2 =4.47 (^) H() ca

  • -^ (()(5m) 2 Now Y^ =^ 0.

(^2) Is Wa 2(=kym2) (28.145) Note:C doesn't (^) change when M is added. Moral:damping factor (ration (^) depends on a (^) and all (^) other (^) parameters (m, (^) M, a,k)

3 = let Effective coeffs^ from^ ODE -- I.+ca^

  • k, 0 =^0 w left me +Cefft^

kerfO = 0 I (^) - melt.