In the figure, a towing truck (not shown) is about to pull a trailer. The trailer transports a cargo of mass M that is held in place with two elastomeric.

Slides:



Advertisements
Similar presentations
Statics of Particles MET 2214 Ok. Lets get started.
Advertisements

Example: Derive EOM for simple 1DOF mechanical system
Coulomb or Dry Friction Damping.
Chapter 7. Newton’s Third Law
Newton’s Laws and Gravity Mass, Weight, Force, Friction. Application of Newton’s Laws o Introduce Newton’s three laws of motion  At the heart of classical.
Applying Forces (Free body diagrams).
1 Lecture 2 Read textbook CHAPTER 1.4, Apps B&D Today: Derive EOMs & Linearization Fundamental equation of motion for mass-spring- damper system (1DOF).
Problem Block A of mass 12 kg and block B of mass 6 kg are connected by a cable that passes over pulley C which can rotate freely. Knowing that the.
Lecture 2 Free Vibration of Single Degree of Freedom Systems
Newton’s Laws of Motion - 2. Multiple Objects – Example with m 2 > m 1 Draw free body diagrams for each object. In magnitude, a 1 = a 2.
ME 221Lecture 221 ME 221 Statics Lecture #22 Sections 5.1 – 5.4.
Copyright © 2010 Pearson Education South Asia Pte Ltd
TWO DEGREE OF FREEDOM SYSTEM. INTRODUCTION Systems that require two independent coordinates to describe their motion; Two masses in the system X two possible.
Mechanical Energy and Simple Harmonic Oscillator 8.01 Week 09D
CE Statics Lecture 7. EQUILIBRIUM OF A PARTICLE CONDITION FOR THE EQUILIBRIUM OF A PARTICLE A particle is in EQUILIBRIUM if: 1. it is at rest, OR.
Motion & Force: Dynamics Physics 11. Galileo’s Inertia  Galileo attempted to explain inertia based upon rolling a ball down a ramp  Predict what would.
Chapter 8: Newton’s Third Law
Forces. Dynamics Why do objects move like they do?
MESB 374 System Modeling and Analysis Translational Mechanical System
MAE 242 Dynamics – Section I Dr. Kostas Sierros. Problem.
MAE 242 Dynamics – Section I Dr. Kostas Sierros. Quiz 1 results Around 10 people asked for a make up quiz… DEADLINE TO ASK FOR A MAKE UP QUIZ IS WEDNESDAY.
Equilibrium of a particle
Newton’s Laws - continued Friction, Inclined Planes, N.T.L., Law of Gravitation.
Dynamics: Newton’s Laws of Motion. Concepts Force Newton’s First Law of Motion Mass Newton’s Second Law of Motion Newton’s Third Law of Motion Weight.
MOMENT OF INERTIA Today’s Objectives: Students will be able to: 1.Determine the mass moment of inertia of a rigid body or a system of rigid bodies. In-Class.
เป็นเครื่องกลอย่างง่ายที่แปลงแรงให้เป็นแรงขนาดใหญ่ขึ้นในแนวตั้งฉาก
8.2 Problems Involving Dry Friction
Apply the three equations of motion for a rigid body in planar motion. Analyze problems involving translational motion. PLANAR KINETIC EQUATIONS OF MOTION:
Today’s Objectives: Students will be able to: 1.Apply the three equations of motion for a rigid body in planar motion. 2.Analyze problems involving translational.
Chapter 5 Two Dimensional Forces Equilibrium An object either at rest or moving with a constant velocity is said to be in equilibrium The net force acting.
Today’s Objectives: Students will be able to: a)Apply the three equations of motion for a rigid body in planar motion. b)Analyze problems involving translational.
Chapter 3 Equilibrium of a Particle. 3.1 Condition for the Equilibrium of a Particle o "static equilibrium" is used to describe an object at rest. o To.
System Models.
Physics 211 Force and Equilibrium Hookes Law Newtons Laws Weight Friction Free Body Diagrams Force Problems 4: Classical Mechanics - Newtons Laws.
Chapter 11 Equilibrium. If an object is in equilibrium then its motion is not changing. Therefore, according to Newton's second law, the net force must.
What is called vibration Analysis Design
Biomedical Control Systems (BCS) Module Leader: Dr Muhammad Arif muhammadarif Batch: 10 BM Year: 3 rd Term: 2 nd Credit Hours (Theory):
Chapter 4 The Laws of Motion.
Statics. Equilibrium Moves at constant velocity V =C Moves at constant velocity V =C At rest V = 0 At rest V = 0 Constant Velocity.
 Particle Assumption  Modeling of Problem  Free Body Diagram: FBD  Newton’s Law of Motion  1 st Law  2 nd Law  3 rd Law Chap.#3: Statics of Particles.
MESB 374 System Modeling and Analysis Translational Mechanical System
Objectives: Write the equation of motion for an accelerating body.
Figure 1. Spring characteristics
Dawson High School AP Physics 1
Figure 1. Spring characteristics
Control Engineering ( ) G-14
Physics 111: Mechanics Lecture 5
Free Body Diagram of Cable-Pulley System
Instructor: Sujood Alazzam
Lecture 4: Modeling Mechanical Systems
First law: Objects at rest tend to stay at rest and objects in motion tend to stay in motion if no net force is acting on them. Second law: If there.
NEWTON’S LAWS OF MOTION, EQUATIONS OF MOTION, & EQUATIONS OF MOTION FOR A SYSTEM OF PARTICLES
Engineering Mechanics : STATICS
Still talking about things with constant velocities
Forces of Friction When an object is in motion on a surface or through a viscous medium, there will be a resistance to the motion This is due to the interactions.
PLANAR KINETIC EQUATIONS OF MOTION:
CHAPTER 8 Friction To introduce the concept of dry friction and show how to analyze the equilibrium of rigid bodies subjected to this force.
Engineering Mechanics: Statics
ENGINEERING MECHANICS
Newton’s Laws - continued
Same format as first quiz. Total of 50 points
Engineering Mechanics: Statics
Engineering Mechanics: Statics
Aim: How do we explain other physical systems involving friction?
ENGINEERING MECHANICS
Figure 1. Spring characteristics
2 DOF – Torsional System and Coordinate Coupling
Applying Forces AP Physics 1.
Applying Forces AP Physics C.
2.2 Forces Q1: What is the philosophical nature of motion?
Presentation transcript:

In the figure, a towing truck (not shown) is about to pull a trailer. The trailer transports a cargo of mass M that is held in place with two elastomeric cables of stiffness K, each initially stretched with force F asy. The cables also offer viscous damping (energy dissipation) as denoted by the damping coefficient C. At t>0 s, the truck pulls the trailer with known displacement Z (t) >0. a) Define a coordinate system for the motion of the cargo. Explain your choice [5] b) Assume a state of motion and draw a complete free body diagram for the system. [10] c) State an EOM for the cargo [5]. Using definitions for spring and dashpot forces in terms of selected motion coordinates, derive the equation governing the motion of the cargo for t>0 s. [10]. d)The motion is better observed in terms of a motion coordinate relative to the trailer displacement Z, say Y=X cargo -Z. Express the equation of motion with Y(t) as the independent variable. [5] Trailer: A large transport conveyance designed to be pulled by a truck or tractor Example: Derive EOM for simple 1DOF system Assume: no friction between wheels and surfaces Connection to towing truck M ground Z (t) K,C ACME trailer cargo 2012 Luis San Andres ©

Forces: W: weight N: normal force Fs: force from elastomeric cable F asy  assembly force for springs (extension or stretched) Parameters: M: mass K : stiffness coefficient C: viscous damping coefficient Variables: Z: coordinate for motion of trailer - known X : coordinate for motion of cargo (Absolute frame of reference, with origin at state of rest of trailer and cargo) DEFINITIONS: Assumed: no friction between wheels and surfaces M wall SEP: X =Z = 0 F asy DIAGRAM of forces at STATIC EQUILIBRIUM POSITION Notes: Towing truck not acting, Z(t)=0 Trailer motion starts at t>0 Weights and Normal forces omitted from Free Body Diagram M ground X K,C Z (t)

DEFINITIONS: Assume a state of motion to draw FBD: Z > X > 0 FREE BODY DIAGRAM forces for SYSTEM UNDERGOING MOTIONS Forces: W: weight N: normal force Fs: cable reaction force (adds elastic + damping effects), L: left, R: right side F asy  assembly force for cables (extension or stretched) Parameters: M: mass cargo K : stiffness coefficient C: viscous damping coefficient Variables: Z(t) : base motion (known) X : coordinate for motion of cargo (Absolute frame of reference) Derive Equations of Motion: (1) STEP 1: State EOM for cargo M Fs L = F asy -K (Z-X)-C(Z-X) Z X Fs R = F asy +K(Z-X)+C(Z-X). N N W W trailer..... STEP 2: Substitute spring and dashpot forces defined in terms of motion (2) NEWTON’s LAW is VALID ONLY With reference to an ABSOLUTE COORDINATE SYSTEM

Derive Equation of Motion: (2) STEP 3: In Eq. (2) move to LHS terms that depend on motion (4) STEP 4: Since the motion of the cargo relative to the trailer is of interest, rewrite EOM (2) with a relative displacement coordinate Y(t). Hence Eq. (2) is recast as (3) (5) which is the desired EOM for the cargo system. Define a relative motion coordinate (6) Note: It is (perhaps) evident that deflection Y is easier to record (measure) than absolute X or Z Note that using the relative motion coordinate Y, the EOM in the moving coordinate system shows the appearance of an “inertial-like” force –M d 2 Zdt 2.