Geology 5640/6640 Introduction to Seismology 28 Jan 2015 © A.R. Lowry 2015 Read for Fri 30 Jan: S&W 29-52 (§2.1-2.3) Last time: The Strain Tensor Stress.

Slides:



Advertisements
Similar presentations
Earthquake Seismology: The stress tensor Equation of motion
Advertisements

1 The structure and evolution of stars Lecture 2: The equations of stellar structure Dr. Stephen Smartt Department of Physics and Astronomy
Continuity Equation. Continuity Equation Continuity Equation Net outflow in x direction.
1 LECTURE 2: DIVERGENCE THEOREM, PRESSURE, ARCHIMEDES PRINCIPLE Outward normal vector: consider an arbitrarily shaped simply- connected volume. I have.
8-1 Interpretation of The stress-strain relationship at a point in an elastic material each stress component is related to each of the nine strain components.
1 MAE 5130: VISCOUS FLOWS Lecture 3: Kinematic Properties August 24, 2010 Mechanical and Aerospace Engineering Department Florida Institute of Technology.
Theory of Seismic waves
APPLIED MECHANICS Lecture 10 Slovak University of Technology
Equations of Continuity
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
1 MAE 5130: VISCOUS FLOWS Momentum Equation: The Navier-Stokes Equations, Part 1 September 7, 2010 Mechanical and Aerospace Engineering Department Florida.
Stress, Strain, and Viscosity San Andreas Fault Palmdale.
Forces. Normal Stress A stress measures the surface force per unit area.  Elastic for small changes A normal stress acts normal to a surface.  Compression.
Instructor: André Bakker
 Calculate the acceleration that this object experiences 30 kg 150 N.
1 TENSORS/ 3-D STRESS STATE. 2 Tensors Tensors are specified in the following manner: –A zero-rank tensor is specified by a sole component, independent.
Conservation Laws for Continua
Note: at this point, the wave hits an “edge” from it’s perspective. This is where the “diffracted” term comes from.
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.
GG 450 March 19, 2008 Stress and Strain Elastic Constants.
Conservation of Mass D=Domain of a body of water Water is flowing in and out of D Mass is neither created nor destroyed Flow coming in = Flow going out.
Simple and basic dynamical ideas…..  Newton’s Laws  Pressure and hydrostatic balance  The Coriolis effect  Geostrophic balance  Lagrangian-Eulerian.
CEE 262A H YDRODYNAMICS Lecture 5 Conservation Laws Part I 1.
Chapter 9: Differential Analysis of Fluid Flow SCHOOL OF BIOPROCESS ENGINEERING, UNIVERSITI MALAYSIA PERLIS.
Louisiana Tech University Ruston, LA Momentum Balance Steven A. Jones BIEN 501/CMEN 513 Monday, March 19, 2007.
Newton’s Laws of Motion. A force is a “push or pull” on an object. It usually causes a change in in the state of motion of an object, sometimes causing.
Geology 5660/6660 Applied Geophysics Last time: Brief Intro to Seismology & began deriving the Seismic Wave Equation: Four types of seismic waves:  P.
1 MAE 5130: VISCOUS FLOWS Momentum Equation: The Navier-Stokes Equations, Part 2 September 9, 2010 Mechanical and Aerospace Engineering Department Florida.
Internal stress measurement using XRD
Dr. Wang Xingbo Fall , 2005 Mathematical & Mechanical Method in Mechanical Engineering.
Geology 5640/6640 Introduction to Seismology 16 Jan 2015 © A.R. Lowry 2015 Read for Wed 21 Jan: S&W (§ ) Last time: “Review” of Basic Principles;
FLUID PROPERTIES Independent variables SCALARS VECTORS TENSORS.
Geology 5660/6660 Applied Geophysics 13 Jan 2014
Introduction to Seismology
Elasticity I Ali K. Abdel-Fattah. Elasticity In physics, elasticity is a physical property of materials which return to their original shape after they.
Abj 4.2.2: Pressure, Pressure Force, and Fluid Motion Without Flow [Q2 and Q3] Area as A Vector Component of Area Vector – Projected Area Net Area.
© 2011 Autodesk Freely licensed for use by educational institutions. Reuse and changes require a note indicating that content has been modified from the.
1/61/6 M.Chrzanowski: Strength of Materials SM1-08: Continuum Mechanics: Stress distribution CONTINUUM MECHANICS (STRESS DISTRIBUTION)
Geology 5640/6640 Introduction to Seismology 2 Feb 2015 © A.R. Lowry 2015 Read for Wed 4 Feb: S&W (§2.4); Last time: The Wave Equation! The.
Vibrations and Waves Hooke’s Law Elastic Potential Energy Simple Harmonic Motion.
Basic dynamics ●The equations of motion and continuity Scaling Hydrostatic relation Boussinesq approximation ●Geostrophic balance in ocean’s interior.
Basic dynamics The equation of motion Scale Analysis
To understand this cartoon, you have to be a physicist, but you must also understand a little about baseball! Elastic Properties of Solids Topics Discussed.
1 Equations of Motion September 15 Part Continuum Hypothesis  Assume that macroscopic behavior of fluid is same as if it were perfectly continuous.
1 The law of gravitation can be written in a vector notation (9.1) Although this law applies strictly to particles, it can be also used to real bodies.
Engineering Mechanics Statics. Introduction Mechanics - the physical science which describes or predicts the conditions of rest or motion of bodies under.
Geology 5640/6640 Introduction to Seismology 30 Jan 2015 © A.R. Lowry 2015 Read for Mon 2 Feb: S&W (§2.4); Last time: The Equations of Motion.
Introduction to Seismology
ME 7980 Cardiovascular Biofluid Mechanics
Continuum Mechanics (MTH487)
Continuum Mechanics (MTH487)
Introduction to Seismology
Chapter 4 Fluid Mechanics Frank White
Continuum Mechanics (MTH487)
Introduction to Seismology
Chapter 9: Differential Analysis of Fluid Flow
Introduction to Seismology
Today’s Lecture Objectives:
Continuum Mechanics (MTH487)
Thin Walled Pressure Vessels
روش عناصر محدود غیرخطی II Nonlinear Finite Element Procedures II
Continuum Mechanics for Hillslopes: Part IV
Continuum Mechanics for Hillslopes: Part V
Basic biomechanics and bioacoustics
Continuum Mechanics for Hillslopes: Part III
Review for Mid-Term Exam
1 Course Code: SECV1030 Course Name: Engineering Mechanics Module 1 : Static.
Concepts of stress and strain
PHY 711 Classical Mechanics and Mathematical Methods
Presentation transcript:

Geology 5640/6640 Introduction to Seismology 28 Jan 2015 © A.R. Lowry 2015 Read for Fri 30 Jan: S&W (§ ) Last time: The Strain Tensor Stress within a continuum causes deformation, or strain, and rigid-body rotation. Infinitesimal strain assumes small relative displacement in which case the vector between two points changes by: The constitutive relation for seismology is Hooke’s Law : The elasticity tensor has up to 21 independent terms, but for an isotropic solid, we only need two ( Lame’s constants and  ):

The elasticity tensor can be expressed in terms of Lame’s constants as simply: If we substitute this into our constitutive law, we can write Here,  is the volumetric dilatation: The gradient operator is also sometimes called the divergence, and is defined as:

The Equations of Motion: Up to this point, we’ve assumed static equilibrium (i.e., boundary stresses on our infinitesimal cube balance out). If they don’t balance, we must have motion! Stresses are  21,  22,  23  12 must equal  21 in equilibrium

Suppose we add a small incremental stress on +x 1 face, so that stresses on this face are:  11 +  11,  12 +  12,  13 +  13 Summing the forces on the ±x 1 faces (& recalling F =  A ): ^ ^

We can do the same for shear stress acting on the other two faces and sum to get the total force acting in the x 1 -direction: The other force vector elements work similarly, so (by symmetry). These must be balanced by motion per Newton’s second law: F = ma Here, we are interested in relating the force balance back to displacement u, so we express

In Einstein summation notation, time derivatives are expressed with an overdot, so we’ll also use a i = ü i. Mass m is equal to density times volume, m =  V =  dx 1 dx 2 dx 3, so we can write the force balance in the x 1 -direction as or In indicial notation, Note that in the wave equation, acceleration and stress vary in both space and time!

We must also consider body forces f i = F i /V, in which case the dynamic equations of motion are In the Earth the only significant body force is gravity: f i = (0, 0,  g) and in practice we neglect it (  assumed negligible) for body waves (although it is important for surface waves). Now we have the equations in terms of stress; we’d like to get them entirely in terms of displacement. Recall: and: Substituting these back into the equations of motion (& letting f i = 0 ), we have:

(For e.g. the x 1 -direction): And we have Recall also: And we have:

Now we introduce an additional notational sleight-of-hand: Take the derivative: If we do this for all three coordinates and sum, We have:

This is the wave equation for dilatations only (i.e., a P-wave!) and is more commonly written: where: represents the propagation velocity ! (Note the units: sqrt(Pa (kg m -3 ) -1 ) = sqrt (kg m -1 s -2 kg -1 m 3 ) = sqrt (m 2 /s 2 ) or just m/s). If we recall moreover that We can write in terms of displacement as: