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Dynamics13lecture
1.
VECTOR MECHANICS FOR
ENGINEERS: DYNAMICSDYNAMICS TenthTenth EditionEdition Ferdinand P. BeerFerdinand P. Beer E. Russell Johnston, Jr.E. Russell Johnston, Jr. Phillip J. CornwellPhillip J. Cornwell Lecture Notes:Lecture Notes: Brian P. SelfBrian P. Self California Polytechnic State UniversityCalifornia Polytechnic State University CHAPTER © 2013 The McGraw-Hill Companies, Inc. All rights reserved. 13 Kinetics of Particles: Energy and Momentum Methods
2.
© 2013 The
McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Contents 13 - 2 Introduction Work of a Force Principle of Work & Energy Applications of the Principle of Work & Energy Power and Efficiency Sample Problem 13.1 Sample Problem 13.2 Sample Problem 13.3 Sample Problem 13.4 Sample Problem 13.5 Potential Energy Conservative Forces Conservation of Energy Motion Under a Conservative Central Force Sample Problem 13.6 Sample Problem 13.7 Sample Problem 13.9 Principle of Impulse and Momentum Impulsive Motion Sample Problem 13.10 Sample Problem 13.11 Sample Problem 13.12 Impact Direct Central Impact Oblique Central Impact Problems Involving Energy and Momentum Sample Problem 13.14 Sample Problem 13.15 Sample Problems 13.16 Sample Problem 13.17
3.
© 2013 The
McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Energy and Momentum Methods 2 - 3 The pogo stick allows the boy to change between kinetic energy, potential energy from gravity, and potential energy in the spring. Accidents are often analyzed by using momentum methods.
4.
© 2013 The
McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Introduction 13 - 4 • Previously, problems dealing with the motion of particles were solved through the fundamental equation of motion, • The current chapter introduces two additional methods of analysis. .F maΣ = r r • Method of work and energy: directly relates force, mass, velocity and displacement. • Method of impulse and momentum: directly relates force, mass, velocity, and time.
5.
© 2013 The
McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Introduction 2 - 5 Forces and Accelerations Velocities and Displacements Velocities and Time Approaches to Kinetics Problems Newton’s Second Law (last chapter) Work-Energy Impulse- Momentum 2211 TUT =+ →GF ma=∑ r r 2 1 1 2 t t mv F dt mv+ =∫ vv v
6.
© 2013 The
McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Work of a Force 13 - 6 • Differential vector is the particle displacement.rd r • Work of the force is dzFdyFdxF dsF rdFdU zyx ++= = •= αcos rr • Work is a scalar quantity, i.e., it has magnitude and sign but not direction. force.length ו Dimensions of work are Units are ( ) ( )( ) J1.356lb1ftm1N1J1 =⋅=joule
7.
© 2013 The
McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Work of a Force 13 - 7 • Work of a force during a finite displacement, ( ) ( )∫ ∫∫ ∫ ++= == •=→ 2 1 2 1 2 1 2 1 cos 21 A A zyx s s t s s A A dzFdyFdxF dsFdsF rdFU α rr • Work is represented by the area under the curve of Ft plotted against s. • Ft is the force in the direction of the displacement ds
8.
© 2013 The
McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Work of a Force 13 - 8 What is the work of a constant force in rectilinear motion? ( )1 2 cosU F xα→ = ∆ ( )1 2 sinU F xα→ = ∆ 1 2U F x→ = ∆ 1 2 0U → = a) b) c) d)
9.
© 2013 The
McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Work of a Force 13 - 9 • Work of the force of gravity, ( ) yWyyW dyWU dyW dzFdyFdxFdU y y zyx ∆−=−−= −= −= ++= ∫→ 12 21 2 1 • Work of the weight is equal to product of weight W and vertical displacement ∆y. • In the figure above, when is the work done by the weight positive? a) Moving from y1 to y2 b) Moving from y2 to y1 c) Never
10.
© 2013 The
McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Work of a Force 13 - 10 • Magnitude of the force exerted by a spring is proportional to deflection, ( )lb/in.orN/mconstantspring= = k kxF • Work of the force exerted by spring, 2 22 12 12 1 21 2 1 kxkxdxkxU dxkxdxFdU x x −=−= −=−= ∫→ • Work of the force exerted by spring is positive when x2 < x1, i.e., when the spring is returning to its undeformed position. • Work of the force exerted by the spring is equal to negative of area under curve of F plotted against x, ( ) xFFU ∆+−=→ 212 1 21
11.
© 2013 The
McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Work of a Force 13 - 11 As the block moves from A0 to A1, is the work positive or negative? Positive Negative As the block moves from A2 to Ao, is the work positive or negative? Positive Negative Displacement is in the opposite direction of the force
12.
© 2013 The
McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Work of a Force 13 - 12 Work of a gravitational force (assume particle M occupies fixed position O while particle m follows path shown), 12 221 2 2 1 r Mm G r Mm Gdr r Mm GU dr r Mm GFdrdU r r −=−= −=−= ∫→
13.
© 2013 The
McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition 2 - 13 Does the normal force do work as the block slides from B to A? YES NO Does the weight do work as the block slides from B to A? YES NO Positive or Negative work?
14.
© 2013 The
McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Work of a Force 13 - 14 Forces which do not do work (ds = 0 or cos α = 0): • Weight of a body when its center of gravity moves horizontally. • Reaction at a roller moving along its track, and • Reaction at frictionless surface when body in contact moves along surface, • Reaction at frictionless pin supporting rotating body,
15.
© 2013 The
McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Particle Kinetic Energy: Principle of Work & Energy 13 - 15 dvmvdsF ds dv mv dt ds ds dv m dt dv mmaF t tt = == == • Consider a particle of mass m acted upon by force F r • Integrating from A1 to A2 , energykineticmvTTTU mvmvdvvmdsF v v s s t ==−= −== → ∫∫ 2 2 1 1221 2 12 12 22 1 2 1 2 1 • The work of the force is equal to the change in kinetic energy of the particle. F r • Units of work and kinetic energy are the same: JmNm s m kg s m kg 2 2 2 2 1 =⋅= = == mvT
16.
© 2013 The
McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Applications of the Principle of Work and Energy 13 - 16 • The bob is released from rest at position A1. Determine the velocity of the pendulum bob at A2 using work & kinetic energy. • Force acts normal to path and does no work. P r glv v g W Wl TUT 2 2 1 0 2 2 2 2211 = =+ =+ → • Velocity is found without determining expression for acceleration and integrating. • All quantities are scalars and can be added directly. • Forces which do no work are eliminated from the problem.
17.
© 2013 The
McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Applications of the Principle of Work and Energy 13 - 17 • Principle of work and energy cannot be applied to directly determine the acceleration of the pendulum bob. • Calculating the tension in the cord requires supplementing the method of work and energy with an application of Newton’s second law. • As the bob passes through A2 , W l gl g W WP l v g W WP amF nn 3 2 2 2 =+= =− =∑ glv 22 = If you designed the rope to hold twice the weight of the bob, what would happen?
18.
© 2013 The
McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Power and Efficiency 13 - 18 • rate at which work is done. vF dt rdF dt dU Power rr rr •= • == = • Dimensions of power are work/time or force*velocity. Units for power are W746 s lbft 550hp1or s m N1 s J 1(watt)W1 = ⋅ =⋅== • inputpower outputpower input work koutput wor efficiency = = =η
19.
© 2013 The
McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Sample Problem 13.1 13 - 19 An automobile weighing 4000 lb is driven down a 5o incline at a speed of 60 mi/h when the brakes are applied causing a constant total breaking force of 1500 lb. Determine the distance traveled by the automobile as it comes to a stop. SOLUTION: • Evaluate the change in kinetic energy. • Determine the distance required for the work to equal the kinetic energy change.
20.
© 2013 The
McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Sample Problem 13.1 13 - 20 SOLUTION: • Evaluate the change in kinetic energy. ( )( ) lbft481000882.324000 sft88 s3600 h mi ft5280 h mi 60 2 2 12 12 1 1 1 ⋅=== = = mvT v ( ) 0lb1151lbft481000 2211 =−⋅ =+ → x TUT ft418=x • Determine the distance required for the work to equal the kinetic energy change. ( ) ( )( ) ( )x xxU lb1151 5sinlb4000lb150021 −= °+−=→ 00 22 == Tv
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Sample Problem 13.2 13 - 21 Two blocks are joined by an inextensible cable as shown. If the system is released from rest, determine the velocity of block A after it has moved 2 m. Assume that the coefficient of friction between block A and the plane is µk = 0.25 and that the pulley is weightless and frictionless. SOLUTION: • Apply the principle of work and energy separately to blocks A and B. • When the two relations are combined, the work of the cable forces cancel. Solve for the velocity.
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Sample Problem 13.2 13 - 22 SOLUTION: • Apply the principle of work and energy separately to blocks A and B. ( )( ) ( ) ( ) ( ) ( ) ( )( ) ( ) 2 2 1 2 2 1 2211 2 kg200m2N490m2 m2m20 : N490N196225.0 N1962sm81.9kg200 vF vmFF TUT WNF W C AAC AkAkA A =− =−+ =+ ==== == → µµ ( )( ) ( ) ( ) ( ) ( )( ) ( ) 2 2 1 2 2 1 2211 2 kg300m2N2940m2 m2m20 : N2940sm81.9kg300 vF vmWF TUT W c BBc B =+− =+− =+ == →
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Sample Problem 13.2 13 - 23 • When the two relations are combined, the work of the cable forces cancel. Solve for the velocity. ( ) ( )( ) ( ) 2 2 1 kg200m2N490m2 vFC =− ( ) ( )( ) ( ) 2 2 1 kg300m2N2940m2 vFc =+− ( )( ) ( )( ) ( ) ( ) 2 2 1 2 2 1 kg500J4900 kg300kg200m2N490m2N2940 v v = +=− sm43.4=v
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition 13.2 – Alternate Solution, Group Problem Solving 2 - 24 Could you apply work-energy to the combined system of blocks? Given: v1= 0, distance = 2 m, µk = 0.25 ( ) 21 24900 J 500kg v= Note that vA = vB ( ) ( ) ( ) ( ) ( ) ( ) ( )1 2 0.25 200 9.81 2m 300 9.81 2m 4900 JU → = − + = What is T1 of the system? 1 0T = What is the total work done between points 1 and 2? 2 m 2 m ( ) ( )2 2 2 21 1 1 1 2 2 2 2 2200kg 300kgA BT m v m v v v= + = + What is T2 of the system? Solve for v sm43.4=v 1 1 2 2
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Sample Problem 13.3 13 - 25 A spring is used to stop a 60 kg package which is sliding on a horizontal surface. The spring has a constant k = 20 kN/m and is held by cables so that it is initially compressed 120 mm. The package has a velocity of 2.5 m/s in the position shown and the maximum deflection of the spring is 40 mm. Determine (a) the coefficient of kinetic friction between the package and surface and (b) the velocity of the package as it passes again through the position shown. SOLUTION: • Apply the principle of work and energy between the initial position and the point at which the spring is fully compressed and the velocity is zero. The only unknown in the relation is the friction coefficient. • Apply the principle of work and energy for the rebound of the package. The only unknown in the relation is the velocity at the final position.
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Sample Problem 13.3 13 - 26 SOLUTION: • Apply principle of work and energy between initial position and the point at which spring is fully compressed. ( )( ) 0J5.187sm5.2kg60 2 2 2 12 12 1 1 ==== TmvT ( ) ( )( )( ) ( ) kk kf xWU µµ µ J377m640.0sm81.9kg60 2 21 −=−= −=→ ( )( ) ( ) ( )( ) ( ) ( ) ( )( ) J0.112m040.0N3200N2400 N3200m160.0mkN20 N2400m120.0mkN20 2 1 maxmin2 1 21 0max 0min −=+−= ∆+−= ==∆+= === → xPPU xxkP kxP e ( ) ( ) ( ) J112J377212121 −−=+= →→→ kef UUU µ ( ) 0J112J377-J5.187 :2211 =− =+ → k TUT µ 20.0=kµ
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Sample Problem 13.3 13 - 27 • Apply the principle of work and energy for the rebound of the package. ( ) 2 32 12 32 1 32 kg600 vmvTT === ( ) ( ) ( ) J36.5 J112J377323232 += +−=+= →→→ kef UUU µ ( ) 2 32 1 3322 kg60J5.360 : v TUT =+ =+ → sm103.13 =v
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Sample Problem 13.4 13 - 28 A 2000 lb car starts from rest at point 1 and moves without friction down the track shown. Determine: a) the force exerted by the track on the car at point 2, and b) the minimum safe value of the radius of curvature at point 3. SOLUTION: • Apply principle of work and energy to determine velocity at point 2. • Apply Newton’s second law to find normal force by the track at point 2. • Apply principle of work and energy to determine velocity at point 3. • Apply Newton’s second law to find minimum radius of curvature at point 3 such that a positive normal force is exerted by the track.
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Sample Problem 13.4 13 - 29 SOLUTION: • Apply principle of work and energy to determine velocity at point 2. ( ) ( ) ( ) ( )( ) sft8.50ft2.32ft402ft402 2 1 ft400: ft40 2 1 0 2 22 2 2 22211 21 2 2 2 22 1 21 === =+=+ += === → → vsgv v g W WTUT WU v g W mvTT • Apply Newton’s second law to find normal force by the track at point 2. :nn amF =↑+ ∑ ( ) WN g g Wv g W amNW n 5 ft20 ft402 2 2 2 = ===+− ρ lb10000=N
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Sample Problem 13.4 13 - 30 • Apply principle of work and energy to determine velocity at point 3. ( ) ( ) ( )( ) sft1.40sft2.32ft252ft252 2 1 ft250 3 2 3 2 33311 === =+=+ → vgv v g W WTUT • Apply Newton’s second law to find minimum radius of curvature at point 3 such that a positive normal force is exerted by the track. :nn amF =↓+ ∑ ( ) 33 2 3 ft252 ρρ g g Wv g W amW n == = ft503 =ρ
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Sample Problem 13.5 13 - 31 The dumbwaiter D and its load have a combined weight of 600 lb, while the counterweight C weighs 800 lb. Determine the power delivered by the electric motor M when the dumbwaiter (a) is moving up at a constant speed of 8 ft/s and (b) has an instantaneous velocity of 8 ft/s and an acceleration of 2.5 ft/s2 , both directed upwards. SOLUTION: Force exerted by the motor cable has same direction as the dumbwaiter velocity. Power delivered by motor is equal to FvD, vD = 8 ft/s. • In the first case, bodies are in uniform motion. Determine force exerted by motor cable from conditions for static equilibrium. • In the second case, both bodies are accelerating. Apply Newton’s second law to each body to determine the required motor cable force.
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Sample Problem 13.5 13 - 32 • In the first case, bodies are in uniform motion. Determine force exerted by motor cable from conditions for static equilibrium. ( )( ) slbft1600 sft8lb200 ⋅= == DFvPower ( ) hp91.2 slbft550 hp1 slbft1600 = ⋅ ⋅=Power Free-body C: :0=↑+ ∑ yF lb4000lb8002 ==− TT Free-body D: :0=↑+ ∑ yF lb200lb400lb600lb600 0lb600 =−=−= =−+ TF TF
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Sample Problem 13.5 13 - 33 • In the second case, both bodies are accelerating. Apply Newton’s second law to each body to determine the required motor cable force. ↓=−=↑= 2 2 12 sft25.1sft5.2 DCD aaa Free-body C: :CCy amF =↓+ ∑ ( ) lb5.38425.1 2.32 800 2800 ==− TT Free-body D: :DDy amF =↑+ ∑ ( ) lb1.2626.466005.384 5.2 2.32 600 600 ==−+ =−+ FF TF ( )( ) slbft2097sft8lb1.262 ⋅=== DFvPower ( ) hp81.3 slbft550 hp1 slbft2097 = ⋅ ⋅=Power
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Group Problem Solving 2 - 34 Packages are thrown down an incline at A with a velocity of 1 m/s. The packages slide along the surface ABC to a conveyor belt which moves with a velocity of 2 m/s. Knowing that µk= 0.25 between the packages and the surface ABC, determine the distance d if the packages are to arrive at C with a velocity of 2 m/s. SOLUTION: The problem deals with a change in position and different velocities, so use work-energy. • Find the kinetic energy at points A and C. • Determine the work done between points A and C as a function of d. • Use the work-energy relationship and solve for d. • Draw FBD of the box to help us determine the forces that do work.
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Group Problem Solving 2 - 35 SOLUTION: Given: vA= 1 m/s, vC= 2 m/s, µk= 0.25 Find: distance d Will use: Draw the FBD of the block at points A and C A A B B C CT U U T→ →+ + = Determine work done A → B cos30 0.25 cos 30 sin30 (sin30 cos30 ) AB AB k AB A B AB k N mg F N mg U mg d F d mg d µ µ → = ° = = ° = ° − = ° − ° 7 mBC BC BC k B C k BC N mg x F mg U mg x µ µ→ = = = = − Determine work done B → C
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Group Problem Solving 2 - 36 A A B B C CT U U T→ →+ + = Determine kinetic energy at A and at C Substitute values into 21 and 1m/s 2 A A AT mv v= = 21 and 2 m/s 2 C C CT mv v= = 2 2 0 1 1 (sin30 cos30 ) 2 2 A k k BCmv mg d mg x mvµ µ+ ° − ° − = 2 2 2 2 /2 /2 (sin30 cos30 ) (2) /(2)(9.81) (0.25)(7) (1) /(2)(9.81) sin30 0.25cos30 C k BC A k v g x v g d µ µ + − = ° − ° + − = ° − ° 6.71 md = Divide by m and solve for d
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition 2 - 37 If you wanted to bring the package to a complete stop at the bottom of the ramp, would it work to place a spring as shown? Would the package ever come to a stop? µk= 0.25 No, because the potential energy of the spring would turn into kinetic energy and push the block back up the ramp Yes, eventually enough energy would be dissipated through the friction between the package and ramp.
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition 2 - 38 The potential energy stored at the top of the roller coaster is transferred to kinetic energy as the cars descend. The elastic potential energy stored in the trampoline is transferred to kinetic energy and gravitational potential energy as the girl flies upwards.
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Potential Energy 2 - 39 If the work of a force only depends on differences in position, we can express this work as potential energy. Can the work done by the following forces be expressed as potential energy? Weight Friction Spring force Normal force Yes No Yes No No Yes Yes No
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Potential Energy 13 - 40 2121 yWyWU −=→ • Work of the force of gravity ,W • Work is independent of path followed; depends only on the initial and final values of Wy. = = WyVg potential energy of the body with respect to force of gravity. ( ) ( )2121 gg VVU −=→ • Units of work and potential energy are the same: JmN =⋅== WyVg • Choice of datum from which the elevation y is measured is arbitrary.
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Potential Energy 13 - 41 • Previous expression for potential energy of a body with respect to gravity is only valid when the weight of the body can be assumed constant. • For a space vehicle, the variation of the force of gravity with distance from the center of the earth should be considered. • Work of a gravitational force, 12 21 r GMm r GMm U −=→ • Potential energy Vg when the variation in the force of gravity can not be neglected, r WR r GMm Vg 2 −=−=
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Potential Energy 13 - 42 • Work of the force exerted by a spring depends only on the initial and final deflections of the spring, 2 22 12 12 1 21 kxkxU −=→ • The potential energy of the body with respect to the elastic force, ( ) ( )2121 2 2 1 ee e VVU kxV −= = → • Note that the preceding expression for Ve is valid only if the deflection of the spring is measured from its undeformed position.
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Conservative Forces 13 - 43 • Concept of potential energy can be applied if the work of the force is independent of the path followed by its point of application. ( ) ( )22211121 ,,,, zyxVzyxVU −=→ Such forces are described as conservative forces. • For any conservative force applied on a closed path, 0=•∫ rdF • Elementary work corresponding to displacement between two neighboring points, ( ) ( ) ( )zyxdV dzzdyydxxVzyxVdU ,, ,,,, −= +++−= V z V y V x V F dz z V dy y V dx x V dzFdyFdxF zyx grad−= ∂ ∂ + ∂ ∂ + ∂ ∂ −= ∂ ∂ + ∂ ∂ + ∂ ∂ −=++
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Conservation of Energy 13 - 44 • Work of a conservative force, 2121 VVU −=→ • Concept of work and energy, 1221 TTU −=→ • Follows that constant 2211 =+= +=+ VTE VTVT • When a particle moves under the action of conservative forces, the total mechanical energy is constant. WVT WVT =+ == 11 11 0 ( ) WVT VWg g W mvT =+ ==== 22 2 2 22 1 2 02 2 1 • Friction forces are not conservative. Total mechanical energy of a system involving friction decreases. • Mechanical energy is dissipated by friction into thermal energy. Total energy is constant.
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Motion Under a Conservative Central Force 13 - 45 • When a particle moves under a conservative central force, both the principle of conservation of angular momentum and the principle of conservation of energy may be applied. φφ sinsin 000 rmvmvr = r GMm mv r GMm mv VTVT −=− +=+ 2 2 1 0 2 02 1 00 • Given r, the equations may be solved for v and ϕ. • At minimum and maximum r, ϕ = 90o . Given the launch conditions, the equations may be solved for rmin, rmax, vmin, and vmax.
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Sample Problem 13.6 13 - 46 A 20 lb collar slides without friction along a vertical rod as shown. The spring attached to the collar has an undeflected length of 4 in. and a constant of 3 lb/in. If the collar is released from rest at position 1, determine its velocity after it has moved 6 in. to position 2. SOLUTION: • Apply the principle of conservation of energy between positions 1 and 2. • The elastic and gravitational potential energies at 1 and 2 are evaluated from the given information. The initial kinetic energy is zero. • Solve for the kinetic energy and velocity at 2.
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Sample Problem 13.6 13 - 47 SOLUTION: • Apply the principle of conservation of energy between positions 1 and 2. Position 1: ( )( ) 0 lbft20lbin.24 lbin.24in.4in.8in.lb3 1 1 2 2 12 12 1 = ⋅=+⋅=+= ⋅=−== T VVV kxV ge e Position 2: ( )( ) ( )( ) 2 2 2 2 2 22 1 2 2 2 2 12 22 1 311.0 2.32 20 2 1 lbft5.5lbin.6612054 lbin.120in.6lb20 lbin.54in.4in.01in.lb3 vvmvT VVV WyV kxV ge g e === ⋅−=⋅−=−=+= ⋅−=−== ⋅=−== Conservation of Energy: lbft5.50.311lbft20 2 2 2211 ⋅−=⋅+ +=+ v VTVT ↓= sft91.42v
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Sample Problem 13.7 13 - 48 The 0.5 lb pellet is pushed against the spring and released from rest at A. Neglecting friction, determine the smallest deflection of the spring for which the pellet will travel around the loop and remain in contact with the loop at all times. SOLUTION: • Since the pellet must remain in contact with the loop, the force exerted on the pellet must be greater than or equal to zero. Setting the force exerted by the loop to zero, solve for the minimum velocity at D. • Apply the principle of conservation of energy between points A and D. Solve for the spring deflection required to produce the required velocity and kinetic energy at D.
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Sample Problem 13.7 13 - 49 SOLUTION: • Setting the force exerted by the loop to zero, solve for the minimum velocity at D. :nn maF =↓+ ∑ ( )( ) 222 2 sft4.64sft32.2ft2 === == rgv rvmmgmaW D Dn • Apply the principle of conservation of energy between points A and D. ( ) 0 18ftlb360 1 22 2 12 2 1 1 = ==+=+= T xxkxVVV ge ( )( ) ( ) lbft5.0sft4.64 sft2.32 lb5.0 2 1 lbft2ft4lb5.00 22 2 2 2 1 2 2 ⋅=== ⋅==+=+= D ge mvT WyVVV 25.0180 2 2211 +=+ +=+ x VTVT in.47.4ft3727.0 ==x
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Sample Problem 13.9 13 - 50 A satellite is launched in a direction parallel to the surface of the earth with a velocity of 36900 km/h from an altitude of 500 km. Determine (a) the maximum altitude reached by the satellite, and (b) the maximum allowable error in the direction of launching if the satellite is to come no closer than 200 km to the surface of the earth SOLUTION: • For motion under a conservative central force, the principles of conservation of energy and conservation of angular momentum may be applied simultaneously. • Apply the principles to the points of minimum and maximum altitude to determine the maximum altitude. • Apply the principles to the orbit insertion point and the point of minimum altitude to determine maximum allowable orbit insertion angle error.
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Sample Problem 13.9 13 - 51 • Apply the principles of conservation of energy and conservation of angular momentum to the points of minimum and maximum altitude to determine the maximum altitude. Conservation of energy: 1 2 12 1 0 2 02 1 r GMm mv r GMm mvVTVT AAAA −=−+=+ ′′ Conservation of angular momentum: 1 0 011100 r r vvmvrmvr == Combining, 2 001 0 1 0 0 2 1 2 02 02 1 2 111 vr GM r r r r r GM r r v =+ −= − ( )( ) 23122622 6 0 0 sm10398m1037.6sm81.9 sm1025.10hkm36900 km6870km500km6370 ×=×== ×== =+= gRGM v r km60400m104.60 6 1 =×=r
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Sample Problem 13.9 13 - 52 • Apply the principles to the orbit insertion point and the point of minimum altitude to determine maximum allowable orbit insertion angle error. Conservation of energy: min 2 max2 1 0 2 02 1 00 r GMm mv r GMm mvVTVT AA −=−+=+ Conservation of angular momentum: min 0 00maxmaxmin000 sinsin r r vvmvrmvr φφ == Combining and solving for sin ϕ0, °±°= = 5.1190 9801.0sin 0 0 ϕ φ °±= 5.11errorallowable
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Group Problem Solving 2 - 53 A section of track for a roller coaster consists of two circular arcs AB and CD joined by a straight portion BC. The radius of CD is 240 ft. The car and its occupants, of total weight 560 lb, reach Point A with practically no velocity and then drop freely along the track. Determine the normal force exerted by the track on the car at point D. Neglect air resistance and rolling resistance. SOLUTION: • This is two part problem – you will need to find the velocity of the car using work-energy, and then use Newton’s second law to find the normal force. • Draw a diagram with the car at points A and D, and define your datum. Use conservation of energy to solve for vD • Draw FBD and KD of the car at point D, and determine the normal force using Newton’s second law.
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Group Problem Solving 2 - 54 SOLUTION: Given: vA= 0 ft/s, rCD= 240 ft, W=560 lbs Find: ND Define your datum, sketch the situation at points of interest Datum Use conservation of energy to find vD A A D DT V T V+ = + 0 0A Av T= = (560 lb)(90 60)=84,000 ft lbsA AV Wy= = + g 2 2 21 1 560 8.6957 2 2 32.2 D D D DT mv v v = = = ÷ Find TA Find VA Find TD Find VD 0 0D Dy V= = Solve for vD 2 8.6957 84000Dv = 98.285 ft/sDv =
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Group Problem Solving 2 - 55 Draw FBD and KD at point D Use Newton’s second law in the normal direction n nF ma=∑ 240 ft W ND man mat 2 D D v N W m R − = ÷ ÷ 2 560 98.285 560 32.2 240 DN = + ÷ ÷ 1260 lbsDN = en et
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Group Problem Solving 2 - 56 What happens to the normal force at D if…. a) ND gets larger b) ND gets smaller c) ND stays the same …we move point A higher? …the radius is smaller? …we include friction? a) ND gets larger b) ND gets smaller c) ND stays the same a) ND gets larger b) ND gets smaller c) ND stays the same
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Impulsive Motion 2 - 57 The impulse applied to the railcar by the wall brings its momentum to zero. Crash tests are often performed to help improve safety in different vehicles. The thrust of a rocket acts over a specific time period to give the rocket linear momentum.
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Principle of Impulse and Momentum 13 - 58 • From Newton’s second law, ( ) == vmvm dt d F linear momentum 2211 21 forcetheofimpulse 2 1 vmvm FdtF t t =+ == → →∫ Imp Imp • The final momentum of the particle can be obtained by adding vectorially its initial momentum and the impulse of the force during the time interval. ( ) 12 2 1 vmvmdtF vmddtF t t −= = ∫ • Dimensions of the impulse of a force are force*time. • Units for the impulse of a force are ( ) smkgssmkgsN 2 ⋅=⋅⋅=⋅
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Impulsive Motion 13 - 59 • Force acting on a particle during a very short time interval that is large enough to cause a significant change in momentum is called an impulsive force. • When impulsive forces act on a particle, 21 vmtFvm =∆+ ∑ • When a baseball is struck by a bat, contact occurs over a short time interval but force is large enough to change sense of ball motion. • Nonimpulsive forces are forces for which is small and therefore, may be neglected – an example of this is the weight of the baseball. tF∆
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Sample Problem 13.10 13 - 60 An automobile weighing 4000 lb is driven down a 5o incline at a speed of 60 mi/h when the brakes are applied, causing a constant total braking force of 1500 lb. Determine the time required for the automobile to come to a stop. SOLUTION: • Apply the principle of impulse and momentum. The impulse is equal to the product of the constant forces and the time interval.
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Sample Problem 13.10 13 - 61 SOLUTION: • Apply the principle of impulse and momentum. 2211 vmvm =+ ∑ →Imp Taking components parallel to the incline, ( ) ( ) ( ) 015005sin4000sft88 2.32 4000 05sin1 =−°+ =−°+ tt FttWmv s49.9=t
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Sample Problem 13.11 13 - 62 A 4 oz baseball is pitched with a velocity of 80 ft/s. After the ball is hit by the bat, it has a velocity of 120 ft/s in the direction shown. If the bat and ball are in contact for 0.015 s, determine the average impulsive force exerted on the ball during the impact. SOLUTION: • Apply the principle of impulse and momentum in terms of horizontal and vertical component equations.
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Sample Problem 13.11 13 - 63 SOLUTION: • Apply the principle of impulse and momentum in terms of horizontal and vertical component equations. 2211 vmvm =+ →Imp x y x component equation: ( ) ( ) ( ) lb89 40cos120 2.32 164 15.080 2.32 164 40cos21 = °=+− °=∆+− x x x F F mvtFmv y component equation: ( ) ( ) lb9.39 40cos120 2.32 164 15.0 40sin0 2 = °= °=∆+ y y y F F mvtF ( ) ( ) lb5.97,lb9.39lb89 =+= FjiF
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Sample Problem 13.12 13 - 64 A 10 kg package drops from a chute into a 24 kg cart with a velocity of 3 m/s. Knowing that the cart is initially at rest and can roll freely, determine (a) the final velocity of the cart, (b) the impulse exerted by the cart on the package, and (c) the fraction of the initial energy lost in the impact. SOLUTION: • Apply the principle of impulse and momentum to the package-cart system to determine the final velocity. • Apply the same principle to the package alone to determine the impulse exerted on it from the change in its momentum.
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Sample Problem 13.12 13 - 65 SOLUTION: • Apply the principle of impulse and momentum to the package-cart system to determine the final velocity. ( ) 2211 vmmvm cpp +=+ ∑ →Imp x y x components: ( ) ( )( ) ( ) 2 21 kg25kg1030cosm/s3kg10 030cos v vmmvm cpp +=° +=+° m/s742.02 =v
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Sample Problem 13.12 13 - 66 • Apply the same principle to the package alone to determine the impulse exerted on it from the change in its momentum. x y 2211 vmvm pp =+ ∑ →Imp x components: ( )( ) ( ) 2 21 kg1030cosm/s3kg10 30cos vtF vmtFvm x pxp =∆+° =∆+° sN56.18 ⋅−=∆tFx y components: ( )( ) 030sinm/s3kg10 030sin1 =∆+°− =∆+°− tF tFvm y yp sN15 ⋅=∆tFy ( ) ( ) sN9.23sN51sN56.1821 ⋅=∆⋅+⋅−=∆=∑ → tFjitF Imp
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Sample Problem 13.12 13 - 67 To determine the fraction of energy lost, ( ) ( ) ( ) ( ) ( ) 221 1 1 12 2 221 1 2 22 2 10 kg 3m s 45 J 10 kg 25 kg 0.742m s 9.63 J p p c T m v T m m v = = = = + = + = 786.0 J45 J9.63J45 1 21 = − = − T TT
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition 2 - 68 The jumper approaches the takeoff line from the left with a horizontal velocity of 10 m/s, remains in contact with the ground for 0.18 s, and takes off at a 50o angle with a velocity of 12 m/s. Determine the average impulsive force exerted by the ground on his foot. Give your answer in terms of the weight W of the athlete. SOLUTION: • Draw impulse and momentum diagrams of the jumper. • Apply the principle of impulse and momentum to the jumper to determine the force exerted on the foot.
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Group Problem Solving 2 - 69 Draw impulse and momentum diagrams of the jumper 1mv v 2mv v + = 50º Use the impulse momentum equation in y to find Favg W t∆ Given: v1 = 10 m/s, v2= 12 m/s at 50º, Δt= 0.18 s Find: Favg in terms of W avgF t∆ 1 2( ) 0.18 sm t m t+ − ∆ = ∆ =v P W v x y
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Group Problem Solving 2 - 70 1mv v 2mv v + = 50º Use the impulse momentum equation in x and y to find Favg W t∆ avgF t∆ 1 2( ) 0.18 savgm t m t+ − ∆ = ∆ =v F W v 0 ( )(0.18) (12)(sin 50 ) (12)(sin 50 ) (9.81)(0.18) avg y avg y W F W g F W W − − + − = ° ° = + (10) ( )(0.18) (12)(cos 50 ) 10 (12)(cos 50 ) (9.81)(0.18) avg x avg x W W F g g F W − − + − = ° − ° = 1.295 6.21avg W W= − +F i j x y Favg-x is positive, which means we guessed correctly (acts to the left)
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Group Problem Solving 2 - 71 Car A and B crash into one another. Looking only at the impact, which of the following statements are true? The total mechanical energy is the same before and after the impact If car A weighs twice as much as car B, the force A exerts on car B is bigger than the force B exerts on car A. The total linear momentum is the same immediately before and after the impact True False True False True False
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition 2 - 72 The coefficient of restitution is used to characterize the “bounciness” of different sports equipment. The U.S. Golf Association limits the COR of golf balls at 0.83 Civil engineers use the coefficient of restitution to model rocks falling from hillsides
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Impact 13 - 73 • Impact: Collision between two bodies which occurs during a small time interval and during which the bodies exert large forces on each other. • Line of Impact: Common normal to the surfaces in contact during impact. • Central Impact: Impact for which the mass centers of the two bodies lie on the line of impact; otherwise, it is an eccentric impact.. Direct Central Impact • Direct Impact: Impact for which the velocities of the two bodies are directed along the line of impact. Oblique Central Impact • Oblique Impact: Impact for which one or both of the bodies move along a line other than the line of impact.
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Direct Central Impact 13 - 74 • Bodies moving in the same straight line, vA >vB . • Upon impact the bodies undergo a period of deformation, at the end of which, they are in contact and moving at a common velocity. • A period of restitution follows during which the bodies either regain their original shape or remain permanently deformed. • Wish to determine the final velocities of the two bodies. The total momentum of the two body system is preserved, BBBBBBAA vmvmvmvm ′+′=+ • A second relation between the final velocities is required.
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Direct Central Impact 13 - 75 • Period of deformation: umPdtvm AAA =− ∫ • Period of restitution: AAA vmRdtum ′=− ∫ 10 ≤≤ − ′− == = ∫ ∫ e uv vu Pdt Rdt nrestitutiooftcoefficiene A A • A similar analysis of particle B yields B B vu uv e − −′ = • Combining the relations leads to the desired second relation between the final velocities. ( )BAAB vvevv −=′−′ • Perfectly plastic impact, e = 0: vvv AB ′=′=′ ( )vmmvmvm BABBAA ′+=+ • Perfectly elastic impact, e = 1: Total energy and total momentum conserved. BAAB vvvv −=′−′
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Oblique Central Impact 13 - 76 • Final velocities are unknown in magnitude and direction. Four equations are required. • No tangential impulse component; tangential component of momentum for each particle is conserved. ( ) ( ) ( ) ( )tBtBtAtA vvvv ′=′= • Normal component of total momentum of the two particles is conserved. ( ) ( ) ( ) ( )nBBnAAnBBnAA vmvmvmvm ′+′=+ • Normal components of relative velocities before and after impact are related by the coefficient of restitution. ( ) ( ) ( ) ( )[ ]nBnAnAnB vvevv −=′−′
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Oblique Central Impact 13 - 77 • Block constrained to move along horizontal surface. • Impulses from internal forces along the n axis and from external force exerted by horizontal surface and directed along the vertical to the surface. FF −and extF • Final velocity of ball unknown in direction and magnitude and unknown final block velocity magnitude. Three equations required.
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Oblique Central Impact 13 - 78 • Tangential momentum of ball is conserved. ( ) ( )tBtB vv ′= • Total horizontal momentum of block and ball is conserved. ( ) ( ) ( ) ( )xBBAAxBBAA vmvmvmvm ′+′=+ • Normal component of relative velocities of block and ball are related by coefficient of restitution. ( ) ( ) ( ) ( )[ ]nBnAnAnB vvevv −=′−′ • Note: Validity of last expression does not follow from previous relation for the coefficient of restitution. A similar but separate derivation is required.
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Problems Involving Energy and Momentum 13 - 79 • Three methods for the analysis of kinetics problems: - Direct application of Newton’s second law - Method of work and energy - Method of impulse and momentum • Select the method best suited for the problem or part of a problem under consideration.
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Sample Problem 13.14 13 - 80 A ball is thrown against a frictionless, vertical wall. Immediately before the ball strikes the wall, its velocity has a magnitude v and forms angle of 30o with the horizontal. Knowing that e = 0.90, determine the magnitude and direction of the velocity of the ball as it rebounds from the wall. SOLUTION: • Resolve ball velocity into components normal and tangential to wall. • Impulse exerted by the wall is normal to the wall. Component of ball momentum tangential to wall is conserved. • Assume that the wall has infinite mass so that wall velocity before and after impact is zero. Apply coefficient of restitution relation to find change in normal relative velocity between wall and ball, i.e., the normal ball velocity.
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Sample Problem 13.14 13 - 81 • Component of ball momentum tangential to wall is conserved. vvv tt 500.0==′ • Apply coefficient of restitution relation with zero wall velocity. ( ) ( ) vvv vev n nn 779.0866.09.0 00 −=−=′ −=′− SOLUTION: • Resolve ball velocity into components parallel and perpendicular to wall. vvvvvv tn 500.030sin866.030cos =°==°= n t °= =′ +−=′ − 7.32 500.0 779.0 tan926.0 500.0779.0 1 vv vvv tn λλ
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Sample Problem 13.15 13 - 82 The magnitude and direction of the velocities of two identical frictionless balls before they strike each other are as shown. Assuming e = 0.9, determine the magnitude and direction of the velocity of each ball after the impact. SOLUTION: • Resolve the ball velocities into components normal and tangential to the contact plane. • Tangential component of momentum for each ball is conserved. • Total normal component of the momentum of the two ball system is conserved. • The normal relative velocities of the balls are related by the coefficient of restitution. • Solve the last two equations simultaneously for the normal velocities of the balls after the impact.
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Sample Problem 13.15 13 - 83 SOLUTION: • Resolve the ball velocities into components normal and tangential to the contact plane. ( ) sft0.2630cos =°= AnA vv ( ) sft0.1530sin =°= AtA vv ( ) sft0.2060cos −=°−= BnB vv ( ) sft6.3460sin =°= BtB vv • Tangential component of momentum for each ball is conserved. ( ) ( ) sft0.15==′ tAtA vv ( ) ( ) sft6.34==′ tBtB vv • Total normal component of the momentum of the two ball system is conserved. ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) 0.6 0.200.26 =′+′ ′+′=−+ ′+′=+ nBnA nBnA nBBnAAnBBnAA vv vmvmmm vmvmvmvm
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Sample Problem 13.15 13 - 84 °= =′ +=′ °= =′ +−=′ − − 6.55 7.23 6.34 tansft9.41 6.347.23 3.40 7.17 0.15 tansft2.23 0.157.17 1 1 B ntB A ntA v v v v λλ λλ t n • The normal relative velocities of the balls are related by the coefficient of restitution. ( ) ( ) ( ) ( )[ ] ( )[ ] 4.410.200.2690.0 =−−= −=′−′ nBnAnBnA vvevv • Solve the last two equations simultaneously for the normal velocities of the balls after the impact. ( ) sft7.17−=′ nAv ( ) sft7.23=′ nBv
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Sample Problem 13.16 13 - 85 Ball B is hanging from an inextensible cord. An identical ball A is released from rest when it is just touching the cord and acquires a velocity v0 before striking ball B. Assuming perfectly elastic impact (e = 1) and no friction, determine the velocity of each ball immediately after impact. SOLUTION: • Determine orientation of impact line of action. • The momentum component of ball A tangential to the contact plane is conserved. • The total horizontal momentum of the two ball system is conserved. • The relative velocities along the line of action before and after the impact are related by the coefficient of restitution. • Solve the last two expressions for the velocity of ball A along the line of action and the velocity of ball B which is horizontal.
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Sample Problem 13.16 13 - 86 SOLUTION: • Determine orientation of impact line of action. °= == 30 5.0 2 sin θ θ r r • The momentum component of ball A tangential to the contact plane is conserved. ( ) ( ) 0 0 5.0 030sin vv vmmv vmtFvm tA tA AA =′ ′=+° ′=∆+ • The total horizontal (x component) momentum of the two ball system is conserved. ( ) ( ) ( ) ( ) ( ) 0 0 433.05.0 30sin30cos5.00 30sin30cos0 vvv vvv vmvmvm vmvmtTvm BnA BnA BnAtA BAA =′+′ ′−°′−°= ′−°′−°′= ′+′=∆+
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Sample Problem 13.16 13 - 87 • The relative velocities along the line of action before and after the impact are related by the coefficient of restitution. ( ) ( ) ( ) ( )[ ] ( ) ( ) 0 0 866.05.0 030cos30sin vvv vvv vvevv nAB nAB nBnAnAnB =′−′ −°=′−°′ −=′−′ • Solve the last two expressions for the velocity of ball A along the line of action and the velocity of ball B which is horizontal. ( ) 00 693.0520.0 vvvv BnA =′−=′ ←=′ °=°−°= °= ==′ −=′ − 0 1 0 00 693.0 1.16301.46 1.46 5.0 52.0 tan721.0 520.05.0 vv vv vvv B A ntA α β λλ
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Sample Problem 13.17 13 - 88 A 30 kg block is dropped from a height of 2 m onto the the 10 kg pan of a spring scale. Assuming the impact to be perfectly plastic, determine the maximum deflection of the pan. The constant of the spring is k = 20 kN/m. SOLUTION: • Apply the principle of conservation of energy to determine the velocity of the block at the instant of impact. • Since the impact is perfectly plastic, the block and pan move together at the same velocity after impact. Determine that velocity from the requirement that the total momentum of the block and pan is conserved. • Apply the principle of conservation of energy to determine the maximum deflection of the spring.
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Sample Problem 13.17 13 - 89 SOLUTION: • Apply principle of conservation of energy to determine velocity of the block at instant of impact. ( )( )( ) ( ) ( )( ) ( )( ) ( ) sm26.6030J5880 030 J588281.9300 2 2 22 1 2211 2 2 22 12 22 1 2 11 =+=+ +=+ === ==== AA AAA A vv VTVT VvvmT yWVT • Determine velocity after impact from requirement that total momentum of the block and pan is conserved. ( ) ( ) ( ) ( )( ) ( ) sm70.41030026.630 33 322 =+=+ +=+ vv vmmvmvm BABBAA
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Sample Problem 13.17 13 - 90 Initial spring deflection due to pan weight: ( )( ) m1091.4 1020 81.910 3 33 − ×= × == k W x B • Apply the principle of conservation of energy to determine the maximum deflection of the spring. ( ) ( )( ) ( )( ) ( )( ) ( ) ( ) ( ) ( ) 2 4 3 2 13 4 2 4 3 2 1 34 2 42 1 4 4 233 2 12 32 1 3 2 2 12 32 1 3 10201091.4392 1020392 0 J241.01091.410200 J4427.41030 xx xxx kxhWWVVV T kx VVV vmmT BAeg eg BA ×+×−−= ×+−−= +−+=+= = =××=+= += =+=+= − − ( ) ( ) m230.0 10201091.43920241.0442 4 2 4 3 2 13 4 4433 = ×+×−−=+ +=+ − x xx VTVT m1091.4m230.0 3 34 − ×−=−= xxh m225.0=h
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Group Problem Solving 2 - 91 A 2-kg block A is pushed up against a spring compressing it a distance x= 0.1 m. The block is then released from rest and slides down the 20º incline until it strikes a 1-kg sphere B, which is suspended from a 1 m inextensible rope. The spring constant k=800 N/m, the coefficient of friction between A and the ground is 0.2, the distance A slides from the unstretched length of the spring d=1.5 m, and the coefficient of restitution between A and B is 0.8. When α=40o , find (a) the speed of B (b) the tension in the rope. SOLUTION: • This is a multiple step problem. Formulate your overall approach. • Use work-energy to find the velocity of the block just before impact • Use conservation of momentum to determine the speed of ball B after the impact • Use work energy to find the velocity at α • Use Newton’s 2nd Law to find tension in the rope
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Group Problem Solving 2 - 92 Given: mA= 2-kg mB= 1-kg, k= 800 N/m, µA =0.2, e= 0.8 Find (a) vB (b) Trope • Use work-energy to find the velocity of the block just before impact Determine the friction force acting on the block A cos 0AN m g θ− = cos (2)(9.81)cos20 18.4368 N (0.2)(18.4368) 3.6874 N A f k N m g F N θ µ = = ° = = = = 0:yF∑ = Sum forces in the y-direction Solve for N
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Group Problem Solving 2 - 93 Set your datum, use work-energy to determine vA at impact. 1 2 Datumx d 1 1 1 1 2 2 2 2( ) ( ) ( ) ( )e g e gT V V U T V V→+ + + = + + Determine values for each term. 2 2 1 1 1 1 1 0, ( ) (800)(0.1) 4.00 J 2 2 eT V k x= = = = 1 1( ) ( )sin (2)(9.81)(1.6)sin 20 10.7367 Jg A AV m gh m g x d θ= = + = ° = 1 2 ( ) (3.6874)(1.6) 5.8998 JfU F x d→ = − + = − = − 2 2 2 2 2 1 1 (1)( ) 1.000 0 2 2 A A A AT m v v v V= = = = 2 1 1 1 2 2 2: 0 4.00 10.7367 5.8998 1.000 0AT V U T V v→+ + = + + + − = + 2 2 2 8.8369 m /sAv = 2.9727 m/sA =v Substitute into the Work-Energy equation and solve for vA
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Group Problem Solving 2 - 94 • Use conservation of momentum to determine the speed of ball B after the impact • Draw the impulse diagram Note that the ball is constrained to move only horizontally immediately after the impact. Apply conservation of momentum in the x direction (2)(2.9727)cos20 2 cos20 (1.00)A Bv v° ′° = + cos 0 cosA A A A B Bm v m v m vθ θ′+ = + ( ) ( ) [( ) ( ) ]B n A n B n A nv v e v v′ ′− = − cos [ 0] cos20 (0.8)(2.9727) B A A B A v v e v v v θ′ ′− = − ′ ′° − = Use the relative velocity/coefficient of restitution equation (1) (2) Solve (1) and (2) simultaneously 1.0382 m/s 3.6356 m/sA Bv v′ ′= =
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Group Problem Solving 2 - 95 • Use work energy to find the velocity at α Set datum, use Work-Energy to determine vB at α= 40o 1 2 Datum 1 1 1 1 2 2 2 2( ) ( ) ( ) ( )e g e gT V V U T V V→+ + + = + + Determine values for each term. 2 1 1 2 2 2 2 2 1 ( ) 0 2 1 (1 cos ) 2 B B B B B T m v V T m v V m gh m gl α ′= = = = = − 2 2 1 1 2 2 2 2 2 2 2 2 2 1 1 : ( ) 0 (1 cos ) 2 2 ( ) 2 (1 cos ) (3.6356) (2)(9.81)(1 cos40 ) 8.6274 m /s B B B B B T V T V m v m v m g v v gl α α ′+ = + + = + − ′= − − = − − ° = 2 2.94 m/sv = Substitute into the Work-Energy equation and solve for vA
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Group Problem Solving 2 - 96 • Use Newton’s 2nd Law to find tension in the rope • Draw your free-body and kinetic diagrams :n B nF m a∑ = cos ( cos ) B B n B n T m g m a T m a g α α − = = + et en 2 22 1.00 m 8.6274 8.6274 m/s 1.00 n v a ρ ρ = = = = (1.0)(8.6274 9.81cos40 )T = + ° • Sum forces in the normal direction • Determine normal acceleration 16.14 NT = • Substitute and solve
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Concept Question 2 - 97 If the coefficient of restitution is smaller than the 0.8 in the problem, the tension T will be… Smaller Bigger If the rope length is smaller than the 1 m in the problem, the tension T will be… Smaller Bigger If the coefficient of friction is smaller than 0.2 given in the problem, the tension T will be… Smaller Bigger If the mass of A is smaller than the 2 kg given in the problem, the tension T will be… Smaller Bigger Compare the following statement to the problem you just solved.
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McGraw-Hill Companies, Inc. All rights reserved. Vector Mechanics for Engineers: DynamicsVector Mechanics for Engineers: DynamicsTenth Edition Summary 2 - 98 Forces and Accelerations Velocities and Displacements Velocities and Time Approaches to Kinetics Problems Newton’s Second Law (last chapter) Work-Energy Impulse- Momentum 2211 TUT =+ →GF ma=∑ 2 1 1 2 t t mv F dt mv+ =∫ vv v
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