* Your assessment is very important for improving the workof artificial intelligence, which forms the content of this project
Download No Slide Title
Van der Waals equation wikipedia , lookup
Equation of state wikipedia , lookup
Rigid body dynamics wikipedia , lookup
Newton's laws of motion wikipedia , lookup
Routhian mechanics wikipedia , lookup
Work (physics) wikipedia , lookup
Centripetal force wikipedia , lookup
Chapter 13 Simple Harmonic Motion In chapter 13 we will study a special type of motion known as: simple harmonic motion (SHM). It is defined as the motion in which the position coordinate x of an object that moves along the x-axis varies with time t as: x(t) = Asin(t) or x(t) = Acos(t) The condition for having simple harmonic motion is that the force F acting on the moving object is: F = -kx (13-1) Periodic motion is defined as a motion that repeats itself in time. The period T the time required to complete one repetition Units: s A special case of periodic motion is known as “harmonic” motion. In this type of motion the position x of an object moving on the x-axis is given by: x(t) = Asin(t) or x(t) = Acos(t) The most general expression for x(t) is: The parameters A, , and are constants (13-2) x(t) = Asin(t + ) Plots of the sine and cosine functions. Make sure that you can draw these two functions /2 = 90º = 180º 3/2 = 270º 2= 360º Note: The period of the sine and cosine function is 2 (13-3) Most general form of simple harmonic motion x(t) = Asin(t + ) A amplitude t angular frequency m O . x-axis phase x(t) sin(a + b) = (sina)(cosb) +(cosa)(sinb) x = (Acos )sint + (Asin)cost The coordinate x is a superposition of sint and cost functions Special case 1: = 0 x = A sint Special case 1: = /2 x = A cost (13-4) The effect of the phase on is to shift the Asin(t + ) function with respect to the Asin(t) plot This is shown in the picture below Red curve: Asin(t) Blue curve: Asin(t + ) (13-5) t m O . x-axis x(t) Determination of A and These two parameters are determined from the initial conditions x(t = 0) and v(t = 0) dx x A sin( t ) Velocity v A cos( t ) dt x(0) A sin eqs.1 v(0) A cos eqs.2 x(0) Divide eqs.1 by eqs.2 tan v(0) x(0) Once we have we can get A from eqs.1 A sin dv The acceleration a - 2 A sin( t ) - 2 x dt (13-6) x = Asin(t) v = Acos(t) Plots of x(t), v(t) and a(t) versus t for = 0 a = -2Asin(t) (13-7) Consider a point P moving around O on a circular path of radius R win constant angular velocity . The Cartesian coordinates of P are: x and y. The angle = t. From triangle OAP we have: OA = x = Rcost and AP = Rsint P A The projection of point P on either the x- or the y-axis executes harmonic motion as point P is moving with uniform speed on a circular orbit (13-8) m k O Fs m A mass m attached to a x axis spring (spring constant k) moves on the floor along the x axis x-axis without friction x k d2x Fnet Fs kx ma a x , a 2 m dt d2x k x k and m are constants 2 m dt k k is also a constant 2 m m 2 d x 2 x 2 dt (13-9) m k x axis O Fs m x axis x d2x 2 x 2 dt d2x 2 x0 2 dt k 2 = m d 2x 2 x0 is the equation of motion. It is called a 2 dt "differential equation" because it involves derivatives A function x(t) is called a "solution" of a differential equation if when it is substituted into the differential equation it "satisfies" it. In this case the expression: d 2x 2 x 2 dt must be equal to zero (13-10) m k x axis O Fs m x axis d2x 2 x0 2 dt k 2 = m x Solution candidate: x A sin( t ) dx d2x = A cos( t ) 2 - 2 A sin( t ) dt dt d2x 2 2 2 x A sin( t ) A sin( t ) 0 2 dt Indeed the proposed function x A sin( t ) d2x makes 2 2 x dt equal to zero and thus it is a solution. (13-11) m k Summary x axis O Fs m x axis x The spring-mass system obeys the following equation: d2x k 2 x 0 , 2 f 2 m dt The most general solution of the equation of motion is: x = Asin(t + ) Note 1: The angular frequency ( and thus the frequency f , and the period T) depend on m and k only Note 2: The amplitude A and the phase on the other hand are determined from the initial conditions: x(t = 0) and v(t=0) (13-12) m k x axis O Fs Energy of the simple harmonic oscillator m x axis x A sin( t ) v A cos( t ) k m 2 x kx 2 kA2 Total energy E U K , U sin 2 ( t ) 2 2 mv 2 mA2 2 kA2 2 K cos ( t ) cos 2 ( t ) 2 2 2 kA2 E U K [sin 2 ( t ) cos 2 ( t )] 2 sin 2 cos 2 1 [sin 2 ( t ) cos 2 ( t )] 1 kA2 E 2 Energy is constant (13-13) X (13-14) Why all this fuss about the simple harmonic oscillator? E Consider an object of energy E (purple horizontal line) moving in a potential U plotted in the figure using the blue solid line Motion in the x-axis is allowed in the regions where U E These regions are color coded green on the x-axis. Motion is forbidden elsewhere (color coded red) If we have only small departures from the equilibrium positions x01 and x02 we can approximate U by the potential of a simple harmonic oscillator (the blue dashed line in the figure) (13-15) 2 df d f f ( x) f ( xo ) ( x xo ) ( xo ) ( x xo ) 2 2 ( xo ) ... dx dx E We expand the function U(x) around one of the minima (x01 in this example) using a Taylor series ( x xo1 ) dU ( x xo1 )2 d 2U U ( x) U ( xo1 ) ( xo1 ) ( xo1 ) ... 2 1! dx 2! dx ( x xo1 )2 dU d 2U ( xo1 ) 0 , 2 ( xo1 ) k Set U ( xo1 ) 0 U ( x) k dx dx 2 If we choose the origin to be at xo1 U(x) = kx2/2 This approximation for U is indeed the potential of a simple harmonic oscillator (dotted blue line) (13-16) Simple pendulum: A mass m suspended from a string of length that moves under the influence of gravity s Arc length s ds d Velocity v dt dt dv d 2 Tangential acceleration a t = = From Newton's second law 2 dt dt we have: F mat where Ft is the net force along the arc. d 2 d 2 g Ft - mg sin m -mg sin si n 2 2 dt dt (13-17) Simple Pendulum (13-18) d 2 g sin 2 dt This differential equation is too difficult to solve. For this reason we consider a simpler version making the “small angle approximation” Assume: <<1 ( is in radians) Taylor expansion of the function sin around 0 : sin If << 1 d 2 g 2 dt then sin 3 5 ... 3! 5! The differential equation becomes: This simpler version we can handle. (13-19) Simple pendulum, small angle approximation: 1 d 2 g 2 dt g If we call 2 the equation above takes the form: 2 d 2 d x 2 2 Compare this equation with: x 2 2 dt dt whose solution is: x A sin( t ) The two equations have identical form and therefore they have the same solutions: o sin( t ) where g The period T 2 g Summary (13-20) The simple pendulum (Small angle approximation:) << 1 o sin( t ) Angular frequency g Period T 2 g Note 1: the period T does not depend on the mass m Note 2: The pendulum can be used as a clock gT 2 For example if we set T = 1sec we get 0.248 m 2 4 A pendulum of that length is a practical proposition In the small angle approximation we assumed that << 1 and used the approximation: sin We are now going to decide what is a “small” angle i.e. up to what angle is the approximation reasonably accurate? (degrees) (radians) sin 5 0.087 0.087 10 0.174 0.174 15 0.262 0.259 (1% off) 20 0.349 0.342 (2% off) Conclusion: If we keep < 10 ° we make less that 1 % error (13-21) O Energy of a simple pendulum o sin( t ) Arc length s Potential energy U mgh h OB OA OB A U=0 s = C B , From triangle OAC: OA cos h (1 cos ) U mg (1 cos ) In the small angle approximation 1 cos 1 2 2 2 mg 2 U mg 1 1 2 2 (13-22) Energy of a simple pendulum o sin( t ) Arc length s (13-23) ds Velocity v o cos( t ) dt mgl 2 mgl o2 Potential energy U sin 2 ( t ) 2 2 mv 2 m 2 o2 2 Kinetic energy K cos 2 ( t ) 2 2 2 mgl g o 2 K cos 2 ( t ) 2 2 mgl o2 mgl o cos 2 ( t ) sin 2 ( t ) E U K 2 2 The energy of the pedulum is constant O A r C d mg The Physical Pendulum is an object of finite size suspended from a point other than the center of mass (CM) and is allowed to oscillate under the influence of gravity. The torque about point O due to the gravitational force is: mgd From triangle OAC d r sin mgr sin (eqs.1) The torque is also given by the equation: d 2 I 2 (eqs.2) We eliminate between eqs.1 and eqs.2 dt d 2 mgr sin 2 I dt (13-24) O r d 2 mgr sin 2 I dt In the small angle approximation: 1 sin mg 3 5 ... 3! 5! d 2 mgr sin 2 I dt mgr We define: 2 The equation of motion becomes: I d 2 2 This equation is an old friend and we can handle it 2 dt (13-25) O (13-26) r mg d 2 mgr 2 2 where = I dt 2 I is the moment of inertia about an axis that passes through the point of suspension O. Use the parallel axis theorem: I I cm mr 2 mgr I cm mr 2 2 d 2 2 Compare the equation of the physical pendulum 2 dt d2x 2 with that of the simple harmonic oscillator x 2 dt the two equations have the same form and therefore have the same solution o sin( t ) Overall Summary k Fs m x axis Spring-mass system d 2x k 2 , 2 dt m x A sin( t ) Simple pendulum x d 2 2 , 2 dt o sin( t ) r g Physical pendulum (13-27) d 2 mgr 2 , 2 dt I o sin( t ) Damped Harmonic Oscillator Consider the spring-mass system in which in addition to the spring force Fs = -kx we have a damping force Fd = -bv. The constant b is known as the “damping coefficient” In this example Fd is provided by the liquid in the lower part of the picture -kx -bv v x d 2x Fxnet (eqs.1) Fxnet m 2 (eqs.2) dt d 2x dx If we eliminate Fxnet form eqs.1 and eqs.2 we get: m 2 kx b dt dt d 2x k b dx Divide both parts by m x 2 dt m m dt dx kx b dt (13-28) 2 (13-29) d x k b dx x 2 dt m m dt Solution: x Ae t sin( t ) 2 b k 2 2 o 2 , o 4m m b Damping factor 2m A plot of the solution is given in the figure. The damping force . Results in an exponential decrease of the amplitude with time. The mechanical energy in this case is not conserved. Mechanical energy is converted into heat and escapes. Driven harmonic oscillator k Fs m Fosint x axis x Consider the spring-mass system that oscillates with angular frequency o = (k/m)1/2 If we drive with a force F(t) = Fosint (where in general o) the spring-mass system will oscillate at the driving angular frequency with an amplitude A() which depends strongly on the driving frequency as shown in the figure to the right. The amplitude has a pronounced maximum when = o This phenomenon is called resonance (13-30) The effects of resonance can be quite dramatic as these pictures of the Tacoma Narrows bridge taken in 1940 show. Strong winds drove the bridge in oscillatory motion whose amplitude was so large that it destroyed the structure. The bridge was rebuilt with adequate damping that prevents such a catastrophic failure (13-31)