Engineering Mechanics: Statics

Slides:



Advertisements
Similar presentations
STATICS OF RIGID BODIES
Advertisements

Torque, Equilibrium, and Stability
Kinematics of Rigid Bodies
Motion of Charged Particles in Magnetic Fields
Physics Montwood High School R. Casao
RIGID BODY MOTION: TRANSLATION & ROTATION (Sections )
Chapter 16 Planar Kinematics of a Rigid Body
Rotational Equilibrium and Rotational Dynamics
Chapter 8 Rotational Equilibrium and Rotational Dynamics.
Moment of Force : Torque The rotational analogue (effect) of force is said to be moment of force or torque. Torque on a single Particle The moment of the.
Equilibrium Equilibrium refers to a condition in which an object is at rest originally at rest (static equilibrium) or has a constant velocity if originaly.
CTC / MTC 222 Strength of Materials
D. Roberts PHYS 121 University of Maryland Physic² 121: Phundament°ls of Phy²ics I November 15, 2006.
Chapter 3: VECTORS 3-2 Vectors and Scalars 3-2 Vectors and Scalars
Chapter 3: Force System Resultants
Mr. Alok Damare Prof. Civil Engg. Dept.. INTRODUCTION  Engineering mechanics is that branch of science which deals with deals with the system of forces,
Engineering Mechanics: Statics
Velocities and Static Force
Chapter 7 Energy of a System.
PLANAR KINETICS OF A RIGID BODY:
Engineering Mechanics: Statics
Engineering Mechanics: Statics
Moment of a force The moment of a force about a point or axis provides a measure of the tendency of the force to cause a body to rotate about the point.
An-Najah National University College of Engineering
Copyright © 2010 Pearson Education South Asia Pte Ltd
Chapter 18: Planar Kinetics of a Rigid Body: Work and Energy
Rotation Rotational Variables Angular Vectors Linear and Angular Variables Rotational Kinetic Energy Rotational Inertia Parallel Axis Theorem Newton’s.
5.6 Equations of Equilibrium
Copyright © 2010 Pearson Education South Asia Pte Ltd
STATICS VECTOR MECHANICS FOR ENGINEERS: STATICS Tenth Edition Ferdinand P. Beer E. Russell Johnston, Jr. David F. Mazurek Lecture Notes: John Chen California.
6.5 Space Trusses A space truss consists of members joined together at their ends to form a stable 3D structure The simplest space truss is a tetrahedron,
5.3 Equations of Equilibrium
Equilibrium of a Rigid Body 5 Engineering Mechanics: Statics in SI Units, 12e Copyright © 2010 Pearson Education South Asia Pte Ltd.
Engineering Mechanics: Statics
MAE 242 Dynamics – Section I Dr. Kostas Sierros. Design project 1 …because of the make – up quiz…
Engineering Mechanics: Statics Chapter 2: Force Vectors Chapter 2: Force Vectors.
Chapter 17 PLANE MOTION OF RIGID BODIES: ENERGY AND MOMENTUM METHODS
PLANAR KINEMATICS OF A RIGID BODY
11.3 Principle of Virtual Work for a System of Connected Rigid Bodies Method of virtual work most suited for solving equilibrium problems involving a system.
Virtual Work 11 Engineering Mechanics: Statics in SI Units, 12e Copyright © 2010 Pearson Education South Asia Pte Ltd.
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.
Equivalent Systems of Forces
DYNAMICS VECTOR MECHANICS FOR ENGINEERS: DYNAMICS Tenth Edition Ferdinand P. Beer E. Russell Johnston, Jr. Phillip J. Cornwell Lecture Notes: Brian P.
Chapter 11 Angular Momentum. Angular momentum plays a key role in rotational dynamics. There is a principle of conservation of angular momentum.  In.
Physics CHAPTER 8 ROTATIONAL MOTION. The Radian  The radian is a unit of angular measure  The radian can be defined as the arc length s along a circle.
A A’ dr  F The work of a force F corresponding to the small displacement dr is defined as dU = F dr This scalar product can be written as dU = F ds cos.
Cont. ERT 146 Engineering Mechanics STATIC. 4.4 Principles of Moments Also known as Varignon ’ s Theorem “ Moment of a force about a point is equal to.
Problem c 240 mm b x B A z y Collars A and B are connected by the wire AB and can slide freely on the rods shown. Knowing that the length of the.
Procedure for drawing a free-body diagram - 2-D force systems Imagine the body to be isolated or cut “free” from its constraints and connections, draw.
Mechanics for Engineers: Dynamics, 13th SI Edition R. C. Hibbeler and Kai Beng Yap © Pearson Education South Asia Pte Ltd All rights reserved. PLANAR.
Chapter 8 Rotational Equilibrium and Rotational Dynamics
MEC 0011 Statics Lecture 4 Prof. Sanghee Kim Fall_ 2012.
Force System Resultants 4 Engineering Mechanics: Statics in SI Units, 12e Copyright © 2010 Pearson Education South Asia Pte Ltd.
Introduction Treatment of a body as a single particle is not always possible. In general, the size of the body and the specific points of application.
DNT 122 – APPLIED MECHANICS
Copyright © 2010 Pearson Education South Asia Pte Ltd
Section 3.5 – Curvilinear Motion
ME101: Engineering Mechanics ( )
Copyright © 2010 Pearson Education South Asia Pte Ltd
Chapter Objectives Concept of moment of a force in two and three dimensions Method for finding the moment of a force about a specified axis. Define the.
Chapter Objectives Chapter Outline Rigid body diagram FBD and RBD
Engineering Mechanics: Statics
Chapter Objectives Chapter Outline
ENGINEERING MECHANICS
Engineering Mechanics: Statics
Engineering Mechanics: Statics
Chapter 14 : Kinematics Of A Particle – Work and Energy
Copyright © 2010 Pearson Education South Asia Pte Ltd
11.6 Potential-Energy Criterion for Equilibrium System having One Degree of Freedom When the displacement of a frictionless connected system is infinitesimal,
Presentation transcript:

Engineering Mechanics: Statics Chapter 11: Virtual Work Engineering Mechanics: Statics

Chapter Objectives To introduce the principle of virtual work and show how it applies to determining the equilibrium configuration of a series of pin-connected members. To establish the potential energy function and use the potential energy method to investigate the type of equilibrium or stability of a rigid body or configuration.

Chapter Outline Definition of Work and Virtual Work Principle of Virtual Work for a Particle and a Rigid Body Principle of Virtual Work for a System of Connected Rigid Bodies Conservative Forces Potential Energy

Chapter Outline Potential-Energy Criterion for Equilibrium Stability of Equilibrium

11.1 Definition of Work and Virtual Work Work of a Force In mechanics, a force F does work only when it undergoes a displacement in the direction of the force Example Consider the force F located in the path s specified by the position vector r

11.1 Definition of Work and Virtual Work Work of a Force If the force moves along the path to a new position r’ = r + dr, the displacement is dr and therefore, work dU is a scalar quantity defined by the dot product dU = F·dr Because dr is infinitesimal, magnitude of dr can be represented by ds, the differential arc segment along the path If the angle between the tails of dr and F is θ, dU = F ds cos θ

11.1 Definition of Work and Virtual Work Work of a Force If 0° ≤ θ ≤ 90°, force component and the displacement have the same sense, so that work is positive, whereas if 90° ≤ θ ≤ 180°, these vectors have an opposite sense and work is negative dU = 0 if the force is perpendicular to displacement since cos 90° = 0 or if the force is applied at a fixed point, in which case, the displacement ds = 0

11.1 Definition of Work and Virtual Work Work of a Couple The two forces of a couple do work when the couple rotates about an axis perpendicular to the plane of the couple Consider body subjected to a couple whose moment has a magnitude M = Fr Any general displacement of the body can be considered as a combination of a translation and rotation

11.1 Definition of Work and Virtual Work Work of a Couple When the body translates such that the component of displacement of the body along the line of action of each force is dst Positive work (F dst) cancels negative work of the other (-F dst)

11.1 Definition of Work and Virtual Work Work of a Couple Consider differential rotation dθ of body about an axis perpendicular to the plane of the couple, which intersects the plane at point O Each force undergoes a displacement dsθ = (r/2) dθ in the direction of the force Hence, for work of both forces, dU = F(r/2) dθ + F(r/2) dθ = (Fr) dθ or dU = M dθ

11.1 Definition of Work and Virtual Work Work of a Couple Resultant work is positive when the sense of M is the same as that of dθ, and negative when they have an opposite sense For moment vector, the direction and sense of dθ are defined by the right hand rule where the fingers of the right hand follow the rotation or the curl and the thumb indicates the direction of dθ

11.1 Definition of Work and Virtual Work Work of a Couple Line of action of dθ will be parallel to line of action of M if movement of the body occurs in the same plane If the body rotates in space, the component of dθ in the direction of M is required In general, work done by a couple is defined by the dot product dU = M·dθ

11.1 Definition of Work and Virtual Work Definition of work of a force and a couple have been presented in terms of actual movements expressed by differential displacements having magnitudes of ds and dθ Consider an imaginary or virtual movement which indicates a displacement or rotation that is assumed and does not exist Movements are first order differential quantities

11.1 Definition of Work and Virtual Work For virtual work done by a force undergoing virtual displacement, δU = F cosθ δs When a couple undergoes a virtual rotation in the plane of the couple forces, for virtual work, δU = M δθ

11.2 Principle of Virtual Work for a Particle and a Rigid Body If the particle undergoes an imaginary or virtual displacement, then virtual work done by the force system becomes δU = ∑F.δr = (∑Fxi + ∑Fyj + ∑Fzk).(δxi + δyj + δzk) = ∑Fx δx + ∑Fy δy + ∑Fz δz For equilibrium, ∑Fx = 0, ∑Fy = 0, ∑Fz = 0 Thus, virtual work, δU = 0

11.2 Principle of Virtual Work for a Particle and a Rigid Body Example Consider the FBD of the ball which rests on the floor Imagine the ball to be displacement downwards a virtual amount δy and weight does positive virtual work W δy and normal force does negative virtual work -N δy For equilibrium, δU = Wδy –Nδy = (W-N)δy =0 Since δy ≠ 0, then N = W

11.2 Principle of Virtual Work for a Particle and a Rigid Body A similar set of virtual work equations can be written for a rigid body subjected to a coplanar force system If these equations involve separate virtual translations in the x and y directions and a virtual rotation about an axis perpendicular to the x-y plane and passing through an arbitrary point O, it can be shown that ∑Fx = 0; ∑Fy = 0; ∑MO=0 Not necessary to include work done by internal forces acting within the body

11.2 Principle of Virtual Work for a Particle and a Rigid Body Consider simply supported beam, with a given rotation about point B Only forces that do work are P and Ay Since δy = lδθ and δy’ = (l/2)δθ, virtual work δU = Ay(lδθ) – P(l/2)δθ = (Ay – P/2)l δθ = 0 Since δθ ≠ 0, Ay = P/2 Excluding δθ, terms in parentheses represent moment equilibrium about B