Shear Stress - Frictional force per area parallel to the surface which it acts. - it has the units of dv Where: = viscosity = shear.

Slides:



Advertisements
Similar presentations
Surface Area and Surface Integrals
Advertisements

Summary of Martensite Creation: Box with Fixed Cylinder July 1, 2012.
Algebra Reminder 1.
Inequalities in One Triangle
1 MAE 5130: VISCOUS FLOWS Lecture 3: Kinematic Properties August 24, 2010 Mechanical and Aerospace Engineering Department Florida Institute of Technology.
MAE 314 – Solid Mechanics Yun Jing
Fundamentals of Elasticity Theory
Jump to first page 1 Normal stress = Chapter 2 Mechanics of Materials Example: Estimate the normal stress on a shin bone ( 脛骨 ) ATensile stress (+) Compressive.
Principle and Maximum Shearing Stresses ( )
MANE 4240 & CIVL 4240 Introduction to Finite Elements Introduction to 3D Elasticity Prof. Suvranu De.
Analysis of Stress and Strain
Mechanics of Materials – MAE 243 (Section 002) Spring 2008 Dr. Konstantinos A. Sierros.
Marine Boundary Layers Shear Stress Velocity Profiles in the Boundary Layer Laminar Flow/Turbulent Flow “Law of the Wall” Rough and smooth boundary conditions.
Approaches to Design.
Mercury Marine Problem Basically what we are doing here is we are gluing a rubber seal on a painted aluminum part. It is sometimes difficult to keep the.
AOSS 321, Winter 2009 Earth System Dynamics Lecture 6 & 7 1/27/2009 1/29/2009 Christiane Jablonowski Eric Hetland
An Introduction to Stress and Strain
Fluid Flow Pressure, momentum flux and viscosity..
Line integrals (10/22/04) :vector function of position in 3 dimensions. :space curve With each point P is associated a differential distance vector Definition.
Reflexive -- First sentence of proof is: (1) Let x  Z (2) Let (x,x)  R. (3) Let (x,x)  I (4) Let x  R.
Force Magnitude 1 Tension Elastic Force Gravity Normal Force Friction Drag.
Ken Youssefi Mechanical Engineering Department 1 Normal & Shear components of stress Normal stress is perpendicular to the cross section,  (sigma). Shear.
Given: Incompressible flow in a circular channel and Re = 1800, where D = 10 mm. Find: (a) Re = f (Q, D, ) (b) Re = f(dm/dt, D,  ) (c) Re for same Q and.
FRICTION!.
1 CEE 451G ENVIRONMENTAL FLUID MECHANICS LECTURE 1: SCALARS, VECTORS AND TENSORS A scalar has magnitude but no direction. An example is pressure p. The.
Shell Momentum Balances
Jeopardy 203. Formulas 100 Lines 100 Planes 100 Surfaces 100 Curves 100 Formulas 101 Lines 200 Planes 200 Surfaces 200 Curves 200 Formulas 102 Lines 300.
CHAPTER (III) KINEMATICS OF FLUID FLOW 3.1: Types of Fluid Flow : Real - or - Ideal fluid : Laminar - or - Turbulent Flows : Steady -
Vector Addition Cummutative Law A B C B A C A + B = C B + A = C A + B = B + A.
Stress II. Stress as a Vector - Traction Force has variable magnitudes in different directions (i.e., it’s a vector) Area has constant magnitude with.
States of matter Solid: Liquid Gas Plasma Fluid: Crystalline Amorphous.
1 SYMMETRY OF THE STRESS TENSOR The stress tensor  ij satisfies the symmetry condition This condition is a consequence of the conservation of moment of.
When we take derivatives to obtain We call  the del operator and write df — or  f, we can think of dx d/dx and  as operators (in the sense that they.
Introduction to Seismology
Chapter 5 Outline Applying Newton’s Laws Statics Dynamics Friction Kinetic friction Static friction Fluid resistance Circular Motion Fundamental forces.
EXPLORATION GEOPHYSICS THE EXPLORATION TASK PLAN EXPLORATION APPROACH FOR A MATURE TREND GATHER DATA FOR A MATURE TREND DEVELOP PLAY PROSPECT FRAMEWORK.
Conservation of Salt: Conservation of Heat: Equation of State: Conservation of Mass or Continuity: Equations that allow a quantitative look at the OCEAN.
Chapter 5 Outline Applying Newton’s Laws Statics Dynamics Friction Static friction Kinetic friction Fluid resistance Circular Motion Fundamental forces.
© 2013 Pearson Education, Inc. 12G Vectors in Space.
Outline Force, vectors Units Normal, shear components Pressure
Abj 4.1: Introduction to Forces in Fluids: Surface Force: Shear/Viscous/Frictional Force Forces in Fluids Surface Force and Stress Surface.
Force and Stress – Normal and Shear Stress Lecture 5 – Spring 2016
1 Objectives State the inequalities that relate angles and lengths of sides in a triangle State the possible lengths of three sides of a triangle.
Lecture Guidelines for GEOF110 Chapter 7 Until Re-averaging + movie = 2 h scaling/ hydrostatic equation = 2 h Ilker Fer Guiding for blackboard presentation.
Differential Equation: Conservation of Momentum { } = { } + { } Sum of the External Forces Net Rate of Linear Momentum Efflux Accumulation of Linear Momentum.
Chapter 5 Lesson 5 Objective: To use inequalities involving angles and sides of triangles.
3D Plane Stresses and Strains
Speaker: Fuw-Yi Yang 楊伏夷 伏夷非征番, 道德經 察政章(Chapter 58) 伏者潛藏也
Introduction to Seismology
Chapter 7 Transformations of Stress and Strain.
Introduction to Seismology
5-5 Inequalities in Triangles
Today’s Lecture Objectives:
Electricity and Magnetism
Particle (s) motion.
Electricity and Magnetism
Fluid is contained between two parallel
Navier - Stokes Equation
. . Basic Hydrostatic Equation
. { }= { } + { } Differential Equation: Conservation of Momentum
Sign of the Shear Stress for Flow in a Tube
Today’s Lecture Objectives:
Creating Meshes Through Functions
Review from LAB #3.
. Components of  in Rectangular and Cylindrical Coordinates
Mechanics of Materials Engr Lecture 15 Stress Transformation 2
Mechanics of Materials Engr Lecture 18 - Principal Stresses and Maximum Shear Stress Totally False.
CHAPTER OBJECTIVES Define concept of normal strain
Chapter 2 Mechanics of Materials
Before starting: there are 2 surfaces along which we may have normal and frictional forces If there are no friction at all top box will stay in place while.
Presentation transcript:

Shear Stress - Frictional force per area parallel to the surface which it acts. - it has the units of dv Where: = viscosity = shear rate Newton’s Law of Viscocity t = m x yx dy i = direction of the unit normal to the surface on which the force is acting j = direction of the force on the surface. y t yx t Shear stress component is positive when both the vector normal to the surface of action and the force due to shear stress act in the same direction. Normal direction Force direction + + > 0 + - < 0 - + < 0 - - > 0 yz t xy t zy t xz t zx x z

μ>0 Why is shear stress positive or negative? Let’s look at the sign of shear stress  for the region of fluid outlined by the dashed line nT Force due to friction between laminar y >0 x Force due to friction nB The sign of the shear stress depends on the direction of the frictional force and the orientation of the surface. Your text describes the orientation as going from “out to in”. We can also describe the orientation by the normal vector for that surface. The shear stress on the top surface, is positive because the unit normal is in the plus j direction and the force is in the plus i direction. On the bottom surface, the shear stress is also positive because the unit normal is in the minus j direction and the force is in the minus i direction. Notice that is positive since and dv μ>0 t = m x > 0 yx dy

nT Force due to viscosity y < 0 x nB Force due to viscosity The sign of the shear stress in this case is negative because the normal on the top is positive and the force is negative. At the bottom, the normal is negative and the force is positive, so the shear stress is again negative. is negative since and . dv μ>0 < 0 t = m x yx dy