




Study with the several resources on Docsity
Earn points by helping other students or get them with a premium plan
Prepare for your exams
Study with the several resources on Docsity
Earn points to download
Earn points by helping other students or get them with a premium plan
Community
Ask the community for help and clear up your study doubts
Discover the best universities in your country according to Docsity users
Free resources
Download our free guides on studying techniques, anxiety management strategies, and thesis advice from Docsity tutors
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
1 / 8
This page cannot be seen from the preview
Don't miss anything!
Viscously Damped^ Free (^) Vibration (^) (2.6) IF = mj. m FBD lix
mi (^) + kx +F= 0 damping
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
#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)
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^
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-
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=>
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
5 kym New (^) in = I-swY = (^20) s 12 = 2 =4.47 (^) H() ca
(^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^
kerfO = 0 I (^) - melt.