CHAPTER 11 Kinematics of Particles 11.1 INTRODUCTION TO DYNAMICS Galileo and Newton (Galileo’s experiments led to Newton’s laws) Kinematics – study of motion Kinetics – the study of what causes changes in motion Dynamics is composed of kinematics and kinetics RECTILINEAR MOTION OF PARTICLES 11.2 POSITION, VELOCITY, AND ACCELERATION For linear motion x marks the position of an object. Position units would be m, ft, etc. Average velocity is x v t Velocity units would be in m/s, ft/s, etc. The instantaneous velocity is x dx v lim t 0 t dt The average acceleration is v a t The units of acceleration would be m/s2, ft/s2, etc. The instantaneous acceleration is v dv d dx d x 2 a lim t 0 t dt dt dt dt 2 Notice If v is a function of x, then dv dv dx dv a v dt dx dt dx One more derivative da Jerk dt Consider the function x(m) Plotted 32 x t 6t 3 2 16 0 2 4 6 2 4 6 2 4 6 t(s) v(m/s) 12 0 t(s) -12 v 3t 12t 2 -24 -36 a(m/s2) 12 0 a 6 t 12 -12 -24 t(s) 11.3 DETERMINATION OF THE MOTION OF A PARTICLE Three common classes of motion dv 1. a f ( t ) dt dv adt f ( t )dt t dx v0 v v0 f ( t )dt dt 0 t dx v f ( t )dt 0 dt 0 t dx v f ( t )dt 0 dt 0 dx v0 dt f ( t )dt dt 0 t x x0 v0 t f ( t )dt dt 0 0 t t x x0 v0 t f ( t )dt dt 0 0 t t dv 2. a f ( x ) v dx vdv adx f ( x )dx x 1 2 with (v v ) 2 dx v dt 2 0 xo then get f ( x)dx x x(t ) dv dv v 3. a f ( v ) dt dx v t dv dt t v f ( v ) 0 0 x or v dx x0 v0 vdv f(v) Both can lead to x x( t ) 11.4 UNIFORM RECTILINEAR MOTION v constant a 0 dx v dt x x0 vdt vt x x0 vt 11.5 UNIFORMLY ACCELERATED RECTILINEAR MOTION Also a constant v v0 at 2 1 x xo v0 t 2 at dv v a dx v v 2 a( x x0 ) 2 2 0 11.6 MOTION OF SEVERAL PARTICLES When independent particles move along the same line, independent equations exist for each. Then one should use the same origin and time. Relative motion of two particles. The relative position of B with respect to A xB A xB x A The relative velocity of B with respect to A vB A vB v A The relative acceleration of B with respect to A aB aB a A A Let’s look at some dependent motions. G xA C D A xB E F B System has one degree of freedom since only one coordinate can be chosen independently. Let’s look at the relationships. x A 2 xB cons tan t v A 2v B 0 a A 2 aB 0 xC xA C xB A B System has 2 degrees of freedom. 2 x A 2 xB xC cons tan t Let’s look at the relationships. 2v A 2vB vC 0 2 a A 2 a B aC 0 11.7 GRAPHICAL SOLUTIONS OF RECTILINEAR-MOTION Skip this section. 11.8 OTHER GRAPHICAL METHODS Skip this section. CURVILINEAR MOTION OF PARTICLES 11.9 POSITION VECTOR, VELOCITY, AND ACCELERATION r v t y v lim r dr t 0 t dt P’ r r r s P s s t x ds v dt Let’s find the instantaneous velocity. z v ' v y v P’ r r z P x v a t a lim v dv t 0 t dt y v ' v x y v P’ r r z z v a t Note that the acceleration is not necessarily along the direction of the velocity. P x 11.10 DERIVATIVES OF VECTOR FUNCTIONS dP lim P lim P( u u ) P( u ) u 0 u 0 u du u d ( P Q ) dP dQ du du du d ( fP ) df d P P f du du du dQ d ( P Q ) dP Q P du du du d ( P Q ) dP dQ Q P du du du dP dPx î dPy ˆj dPz k̂ du du du du Rate of Change of a Vector P Px î Py ˆj Pz k̂ The rate of change of a vector is the same with respect to a fixed frame and with respect to a frame in translation. 11.11 RECTANGULAR COMPONENTS OF VELOCITY AND ACCELERATION ˆ r xî yj zk̂ ˆ v xî y j zk̂ ˆ ˆ a xi yj zk̂ a v y ˆj y v x î v z k̂ y v yˆj P z zk̂ z x r xî x a y a y ˆj x a z k̂ z a x î Velocity Components in Projectile Motion a x x 0 vx x vxo x vxot a y y g az z 0 vz z vzo 0 v y y v yo gt z 0 y v yot gt 1 2 2 11.12 MOTION RELATIVE TO A FRAME IN TRANSLATION y’ y O z rB / A rB rA B A z’ x x’ rB rA rB / A rB rA rB / A rB rA rB / A vB v A vB / A vB v A vB / A aB a A aB / A aB a A aB / A rB rA rB / A 11.13 TANGENTIAL AND NORMAL COMPONENTS Velocity is tangent to the path of a particle. Acceleration is not necessarily in the same direction. It is often convenient to express the acceleration in terms of components tangent and normal to the path of the particle. Plane Motion of a Particle êt' y ê t ên ên' P’ v vêt êt P O x ê t ' êt êt êt êt 2 sin 2 ên lim lim ên lim 0 0 0 sin 2 ên lim ên 0 2 dêt ên d dêt ên d v vêt dv dv dêt a êt v dt dt dt dv dêt a êt v dt dt êt' y s êt P’ s ds lim 0 d s P O x dêt dêt d ds dêt v v ên dt d ds dt d dv v2 a êt ên dt 2 dv v a êt ên dt a at êt an ên dv at dt an v 2 Discuss changing radius of curvature for highway curves Motion of a Particle in Space êt' y ên ên' P’ êt P O z The equations are the same. x 11.14 RADIAL AND TRANSVERSE COMPONENTS Plane Motion ê y êr r P x ê ê ê dêr ê d êr êr êr dê êr d dêr dêr d ê dt d dt dê dê d êr dt d dt dr d v ( rêr ) rêr rêr dt dt v rêr r ê vr êr v ê vr r v r ê y êr r x êr î cos ˆj sin dêr î sin ˆj cos ê d dê î cos ˆj sin êr d v rêr r ê a rêr r êr r ê rê r ê 2 a rêr r ê r ê r ê r êr a ( r r 2 )êr ( r 2 r ) ê ar r r 2 Note dvr ar dt a r 2 r dv a dt Extension to the Motion of a Particle in Space: Cylindrical Coordinates r Rêr zk̂ v RêR R ê zk̂ 2 a ( R R )êR ( R 2 R )ê zk̂