Table 8.1 SI base units for the seven fundamental dimensions.

Slides:



Advertisements
Similar presentations
An overview Food Rheology An overview
Advertisements

Physics 1025F Vibrations & Waves
Energy of the Simple Harmonic Oscillator
Introduction. Outline Fluid Mechanics in Chemical and Petroleum Engineering Normal Stresses (Tensile and Compressive) Shear stress General Concepts of.
Chapter Eleven Wave Motion. Light can be considered wavelike by experimental analogies to the behavior of water waves. Experiments with fundamental particles,
1 Sinusoidal Waves The waves produced in SHM are sinusoidal, i.e., they can be described by a sine or cosine function with appropriate amplitude, frequency,
Stress, Strain, and Viscosity San Andreas Fault Palmdale.
 Fundamentals of Sound. What is sound?  Sound is the result of vibrating air molecules. Molecules can be in 2 states of motion. What are they? 1. Compression.
Chapter 13 Vibrations and Waves.
Viscous Fluids. Viscosity is how engineers measure the resistance of fluids when being deformed: τ = μ (du/dy) The less viscous the fluid, the greater.
How and where are earthquake waves detected and recorded? A seismograph is an instrument that records earthquake waves. It is also used to determine the.
Ch. 6 FORCE AND MOTION  II 6.1 Newton’s Law in Non-inertial Reference Frames 6.1.1Inertial force in linear acceleration reference frame From the view.
GG 450 March 19, 2008 Stress and Strain Elastic Constants.
Chapter 11 Elasticity And Periodic Motion. Goals for Chapter 11 To follow periodic motion to a study of simple harmonic motion. To solve equations of.
Chapter 13 Vibrations and Waves. Hooke’s Law F s = - k x F s is the spring force k is the spring constant It is a measure of the stiffness of the spring.
Vibration and Waves AP Physics Chapter 11.
Harmonic Motion and Waves Chapter 14. Hooke’s Law If an object vibrates or oscillates back and forth over the same path, each cycle taking the same amount.
PTT 204/3 APPLIED FLUID MECHANICS SEM 2 (2012/2013)
Non-Newtonian Fluids.
10/11/2015BAE2023 Physical Properties of Biological Materials Lecture 10 Viscosity 1 This chapter is a study of the shear stress as a function of the shear.
Waves. Periodic Motion We are surrounded by oscillations – motions that repeat themselves Understanding periodic motion is essential for the study of.
Chapter 13 VibrationsandWaves. Hooke’s Law F s = - k x F s = - k x F s is the spring force F s is the spring force k is the spring constant k is the spring.
Simple Harmonic Motion Oscillatory Systems §Periodic motion §Elasticity §Inertia §Interchange of energies §Examples: l Mass on helical spring l Cantilever.
Chapter 11 Vibrations and Waves. Units of Chapter 11 Simple Harmonic Motion Energy in the Simple Harmonic Oscillator The Period and Sinusoidal Nature.
CHAPTER 1 Fluids and their Properties F LUID M ECHANICS Dr. Khalil Mahmoud ALASTAL Gaza, Sep Dr. Yunes Mogheir.
Oscillations – motions that repeat themselves Period ( T ) – the time for one complete oscillation Frequency ( f ) – the number of oscillations completed.
Derivation of the proportionality of velocity and radius for an object in circular motion under a constant centripetal force.
Copyright © 2009 Pearson Education, Inc. Lecture 1 – Waves & Sound b) Wave Motion & Properties.
Hooke’s Law F s = - k x F s is the spring force k is the spring constant It is a measure of the stiffness of the spring A large k indicates a stiff spring.
Introduction to Simple Harmonic Motion Unit 12, Presentation 1.
© 2005 Pearson Prentice Hall This work is protected by United States copyright laws and is provided solely for the use of instructors in teaching their.
Chapter 16: Waves and Sound  We now leave our studies of mechanics and take up the second major topic of the course – wave motion (though it is similar.
Oscillations – motions that repeat themselves Period ( T ) – the time for one complete oscillation Frequency ( f ) – the number of oscillations completed.
Department of Mathematics Comsats Institute of Information Technology
Waves. Simple Harmonic Motion  periodic motion - a motion that ________itself again and again along the same path  simple harmonic motion (SHM) - a.
Chapter 11 Vibrations and Waves.
Circular Motion and Other Applications of Newton’s Laws
Monday, Nov. 18, 2002PHYS , Fall 2002 Dr. Jaehoon Yu 1 PHYS 1443 – Section 003 Lecture #18 Monday, Nov. 18, 2002 Dr. Jaehoon Yu 1.Elastic Properties.
Vibrations and Waves Hooke’s Law Elastic Potential Energy Simple Harmonic Motion.
Motion Cristinebi F. Abanador Jana Marie P. Mancenido ABMCJ-2A.
Wave Motion Types waves –mechanical waves require a medium to propagate –sound wave, water wave –electromagnetic waves not require a medium to propagate.
Projectiles Motion in Two Dimensions Chapter 7. Projectile An object launched into the air by a force Trajectory The path followed by a projectile.
Springs Hooke’s Law (Fs) Spring Constant (k)
Rheology At the completion of this section the student will be able to: describe Newtonian behaviour; illustrate and explain 3 different kinds of non-Newtonian.
Chapter 15: Wave Motion 15-2 Types of Waves: Transverse and Longitudinal 15-3 Energy Transported by Waves 15-4 Mathematical Representation of a Traveling.
Physics 123A - Lecture 11 Oscillatory Motion An oscillator is an object or system of objects that undergoes periodic oscillatory motion or behavior. Example:
Conceptual Physics, High School Edition Chapter 25.
Newtonian and non-Newtonian fluid
Chapter 13 Vibrations and Waves. Hooke’s Law F s = - k x F s is the spring force k is the spring constant It is a measure of the stiffness of the spring.
Spring 2015 BE 191 In-Class Activity Describing the Rheological Properties of Unknown Materials.
Transport phenomena Ch.8 Polymeric liquid
Lecture 11 WAVE.
RHEOLOGY Young’s modulus – E = Modulus of rigidity – G =
Waves: Intro Periodoic motion.
Viscosity.
Vibrations and Waves Chapter 13.
MEE …. WAVE PROPAGATION IN SOLIDS
1. Density y Volume,  Mass, m C Elemental Volume,   Mass, m x z.
Active Figure 15.1  A block attached to a spring moving on a frictionless surface. (a) When the block is displaced to the right of equilibrium (x > 0),
Figure A pulse traveling down a stretched rope
Lecture 10 – Viscosity and Flow (Ch. 6)
Lecture 9 – Viscosity and Flow (Ch. 6)
Lecture 10 – Viscosity and Flow (Ch. 6)
Chapter 13 Vibrations and Waves.
Vibrations and Waves.
Lecture 10 – Viscosity and Flow (Ch. 6)
Lecture 9 – Viscosity and Flow (Ch. 6)
Lecture 10 – Viscosity and Flow (Ch. 6)
Introduction to Fluid Mechanics
Chapter 8 Shear Stress in Laminar Flow
Presentation transcript:

Table 8.1 SI base units for the seven fundamental dimensions.

Table 8.2 A selection of derived dimensions and their units commonly encountered in food science.

Table 8.3 SI unit prefixes.

Figure 8.1a Constant force, F and velocity, v acting along the same line; the particle trajectory (- - - - -) will continue to be linear.

Figure 8.1b Constant vertical force F acting perpendicular to velocity v; the particle trajectory (- - - - -) will be parabolic.

Figure 8.1c Constant force F acting towards a fixed point ‘o’ and perpendicular to velocity v; the particle trajectory (- - - - -) will be a uniform circular path. F is known as centrifugal force.

Figure 8.1d Variable force proportional to its distance from a fixed point ‘o’; the particle trajectory (- - - - -) will be a simple harmonic motion with amplitude ‘a ’.

Figure 8.2a Longitudinal wave illustrated by the horizontal oscillation of a spring (direction of wave propagation is left to right).

Figure 8.2b One complete cycle of a transverse wave (direction of wave propagation is left to right, and direction of particle oscillation is vertical).

Figure 8.3 Spectrum of electromagnetic radiation.

Figure 8.4 Mass balance over a control volume.

Figure 8.5 Flow through an arbitrary conduit between system conditions 1 and 2 (Equation 8.4).

Figure 8.6 Commonly observed relationships between shear stress and shear rate. A, B and C represent flows illustrated by the power law model: τ = kγn; A represents Newtonian flow where n = 1; B represents shear thinning or pseudoplastic flow where n < 1; and C represents shear thickening or dilatent flow where n > 1. Line D represents what is commonly known as Bingham plastic flow, where the fluid must experience a minimum shear stress (or yield stress) τ0 in order to commence flowing; a behavior similar to Newtonian flow is observed at shear stress values greater than τ0.

Figure 8.7 Thixotropic behavior – due to continuous structural breakdown during the ramp test, viscosity progressively decreases, e.g. mayonnaise, gelatins, etc.

Figure 8.8 Maxwell’s spring and dashpot model for viscoelasticity.

Figure 8. 9 Wetting of liquids on a solid surface Figure 8.9 Wetting of liquids on a solid surface. The angle made by the tangent with the surface, measured anticlockwise, is known as the contact angle: (a) the liquid significantly wets the solid and the contact angle is very low (approaches zero in case the liquid is highly wetting), (b) the liquid is only partially wetting, and (c) the liquid does not wet the surface.