CHAPTER 13 FLUIDS • Density ! Bulk Modulus ! Compressibility

Total Page:16

File Type:pdf, Size:1020Kb

CHAPTER 13 FLUIDS • Density ! Bulk Modulus ! Compressibility Liquids CHAPTER 13 FLUIDS FLUIDS Gases • Density To begin with ... some important definitions ... ! Bulk modulus ! Compressibility Mass m DENSITY: , i.e., ρ = • Pressure in a fluid Volume V ! Hydraulic lift [M] ! Hydrostatic paradox Dimension: ⇒ 3 [ L] • Measurement of pressure −3 Units: ⇒ kg ⋅ m ! Manometers and barometers • Buoyancy and Archimedes Principle ! Upthrust Force F ! Apparent weight PRESSURE: , i.e., P = Area A • Fluids in motion [M] ! Continuity Dimension: ⇒ [L][T]2 ! Bernoulli’s equation Units: ⇒ N ⋅ m−2 ⇒ Pascals (Pa) Mass = Volume × Density Question 13.1: What, approximately, is the mass of air Volume of room ≈ 15 m ×10 m × 3 m −3 in this room if the density of air is 1 .29 kg ⋅ m ? 3 −3 ∴ M ≈ 450 m ×1.29kg ⋅ m = 580 kg (over half-a-ton!) The weight of a medium apple is ~ 1 N, so the mass of a medium apple is ~ 0.1 kg. 3 A typical refrigerator has a capacity of ~ 18 ft . 3 3 3 ∴ 18 ft ⇒ 18 × (0.305 m) = 0.51 m . 3 But 1 m of air has a mass of 1 .3 kg, so the mass of air in the refrigerator is Question 13.2: How does the mass of a medium sized 0 .51×1.3 kg = 0.66 kg, apples compare with the mass of air in a typical i.e., approximately the mass of 6 apples! 3 refrigerator? the density of cold air is ~ 1.3 kg/m . We don’t notice the weight of air because we are immersed in air ... you wouldn’t notice the weight of a bag of water if it was handed to you underwater would you? definitions (continued) ... 5 Atmospheric pressure: P o = 1×10 Pa ∴ Force on the ceiling from floor of room above is ΔP BULK MODULUS: B = pressure area 1 105 (15 m 10 m) ΔV × ≈ × × × ( V) ≈ 1.2 ×107 N. [M] Dimension: ⇒ 2 [L][T] −2 Units: ⇒ N ⋅ m −1 Compressibility ⇒ B Δ P Why doesn’t it collapse under that weight ... ? Δ V Because pressure operates equally in all directions! ! Why? F Δ P Δ P When air molecules “bounce” off V the walls they produce an impulse: F Δt = Δp ⇒ pressure Δ P Since the molecules are traveling Gases are easily compressed (B ⇒ very small). with equal speeds in all directions Liquids and solids much less compressible. ... the pressure is the same ! Pressure at a depth in a fluid ... P ! Area = A P ! h w = mg P Imagine a cylindrical body of the fluid with its top face at Question 13.3: A balloon has a radius of 10 cm. By how the surface of the fluid. At equilibrium there is no net much does the radius change if the balloon is pushed force acting on the surfaces of the cylinder. down to a depth of 10 m in a large tank of water? (The bulk modulus of air is 2 ×105N⋅ m−2.) ∴ ∑Fy = 0 at the lower face, i.e., P × A = P! × A + mg . But the mass of fluid in the cylinder is m = ρV = ρAh. ∴ P = P! + ρgh . What’s the pressure in water at a depth of 10m, say? 3 3 2 5 ρ gh = 1×10 kg/m × 9.81 m/s ×10 m ≈10 Pa. 5 P ! = Pat ≈1.01×10 Pa. ∴ P ≈ 2Pat. The pressure difference is What’s the difference in the air pressure from the r Δ P = hρg ceiling to the floor in this room ... ? ΔP But B = . ΔV h ( V) The room height is ~ 3m so the pressure difference is: ΔP = hρg = 3 ×1.29 × 9.81 ≈ 38Pa Δ r ΔV ΔP hρg ∴ = = . ΔP 38 V B B ∴ ≈ ≈ 3.8 ×10−4 (0.038%) P 1 105 For an air-filled balloon at a ! × depth of 10m, we have i.e., negligible. ΔV 10 m ×1×103 kg/m3 × 9.81 m/s2 = ≈ 0.5 (50%). V 2 ×105 N/m2 Pascal’s principle ... Assuming the balloon is spherical, P ! + ΔP 4 If additional pressure ( Δ P) is V = πr3 so Δ V = 4πr2 × Δr. 3 applied, it is transmitted ΔV 3Δr through the whole fluid: ∴ = ≈ 0.5, h 1 h V r 2 ∴ P1 = P! + h1ρg + ΔP P 1 so, for an initial radius r = 0.1 m, and P 0.5r 2 P = P + h ρg + ΔP. Δr ≈ = 0.017m (1.7 cm). 2 ! 2 3 Blaise Pascal (1623-1662) Hydraulic lift: F 1 Area A 1 Area A 2 Δ x2 F1 Δx Area A Area A 1 1 2 F 2 F h 2 Get a larger force OUT than you put IN? Too good to be true? same pressure No, not really, because, to do work (like lift something If a force F 1 is applied to the left hand piston, the heavy) the force F is applied through a distance x . F1 2 Δ 2 additional pressure, P1 = , is transmitted through the A1 But by conservation of energy A2 whole fluid. Therefore, on the surface of the right hand F2Δx2 = F1Δx1 ⇒ Δx1 = Δx2. A1 F2 piston, P2 = = P1. A2 So, although F 1 < F2, it is applied through a greater distance Δx1 > Δx2. F1 A1 ⎛ A2⎞ ∴ = , i.e., F2 = ⎜ ⎟ F1. Examples: F2 A2 ⎝ A1⎠ • lifts Wow ... the force is amplified!! • dentist’s chair Mechanical advantage • hydraulic brake systems We can use these ideas to measure pressure: Here’s something surprising ... no matter the shape of a vessel, the pressure depends only on the P ! P = 0 vertical depth. It is known as the hydrostatic paradox. h h y y 2 P 2 P ! P ! y 1 y 1 P ! P ! P ! P ! Manometer Barometer h P + ρgy1 = Po + ρgy 2 0 + ρgy 2 = Po + ρgy1 This is absolute pressure P ! + ρgh i.e., P − P! = ρgh . i.e., P ! = ρgh . This is the Gauge pressure Atmospheric pressure DISCUSSION PROBLEM 13.1: Barometer #2 The drawing shows two P P = 0 ! pumps, #1 and #2 to be used P ! = ρgh , i.e., h = ρg for pumping water from a very 5 P ! ≈ 1.01×10 Pa deep well (~30 m deep) to Using water: ground level. Pump #1 is h 3 −3 submerged in the water at the ρ = 1×10 kg ⋅ m #1 5 bottom of the well; the other P P 1.01×10 ! ! ∴h = ~ 10m. pump, #2, is located at ground 1×103 × 9.81 level. Which pump, if either, can be used to pump water Using mercury: to ground level? 3 −3 ρ = 13.6 ×10 kg ⋅ m 1.01×105 A: Both pumps #1 and #2. ∴h = ~ 0.76m 13.6 ×103 × 9.81 B: Pump #1. ‘Standard pressure’ is 760mm of Hg. C: Pump #2. D: Neither pump #1 nor pump #2. If the object is floating then ... w = B. Buoyancy and the concept of upthrust B B V s V L w = mg V s w = mg Weight of object is w = mg = ρsVs g. If V L is the volume submerged, then the weight of liquid displaced is Archimedes Principle : when an object is partially or ρ LVL g. But according to Archimedes principle, this is wholly immersed in a fluid, the fluid exerts an upward equal to the upthrust (B). force ... upthrust ... (or buoyant force, B) on the object, ρs ∴ρsVs g = ρLVL g ⇒ VL = Vs. which is equal to the weight of fluid displaced. ρL Example: what volume of an iceberg is submerged? Submerged: w > B 3 −3 ρ s = 0.92 ×10 kg ⋅ m . 3 −3 ρ L = 1.03×10 kg ⋅ m . Weight of object w = mg = ρsVs g 3 Weight of liquid displaced = ρ V g VL ρs 0.92 ×10 L s ∴ = = 3 = 0.89, Vs ρL 1.03×10 If ρ s > ρL the object will sink. i.e., 89% of an iceberg is submerged! What ... you don’t believe me ... Question 13.4: On Earth, an ice cube floats in a glass of water with 90% of its volume below the level of the water. If we poured ourselves a glass of water on the Moon, where the acceleration due to gravity is about 1 th 6 of that on Earth, and dropped in an ice cube, how much of the ice cube would be below the level of the water? When an ice cube floats, the weight of the ice cube ( = ρsVsg) equals the weight of the water displaced ( = ρLVLg), which is proportional to V L, the volume of the ice cube below the surface. ∴ ρLVLg = ρsVsg, ρs i.e., VL = Vs, ρL which is independent of g. So, the volume submerged Question 13.5: A piece of copper of mass 0.50 kg is would remain the same! suspended from a spring scale. If it is fully submerged in water, what is the reading (in N) on the spring scale? Since both the weight of an object, which is floating, and 3 −3 (The density of copper is 9 .0 ×10 kg ⋅ m .) the weight of a fluid it displaces are proportional to the local value of g, the submerged volume does not depend on g. T (apparent weight) T Question 13.6: A beaker containing water is placed on a B w = mg = Vsρsg balance; its combined mass reading on the balance is 1.200 kg. In (a) below, a copper block is hanging freely from a spring scale, which has a mass reading of 0.20 kg. Identify the forces acting on the block. If the copper block is totally immersed in the water, as At equilibrium ∑Fy = T + B + (−w) = 0.
Recommended publications
  • Lecture 13: Earth Materials
    Earth Materials Lecture 13 Earth Materials GNH7/GG09/GEOL4002 EARTHQUAKE SEISMOLOGY AND EARTHQUAKE HAZARD Hooke’s law of elasticity Force Extension = E × Area Length Hooke’s law σn = E εn where E is material constant, the Young’s Modulus Units are force/area – N/m2 or Pa Robert Hooke (1635-1703) was a virtuoso scientist contributing to geology, σ = C ε palaeontology, biology as well as mechanics ij ijkl kl ß Constitutive equations These are relationships between forces and deformation in a continuum, which define the material behaviour. GNH7/GG09/GEOL4002 EARTHQUAKE SEISMOLOGY AND EARTHQUAKE HAZARD Shear modulus and bulk modulus Young’s or stiffness modulus: σ n = Eε n Shear or rigidity modulus: σ S = Gε S = µε s Bulk modulus (1/compressibility): Mt Shasta andesite − P = Kεv Can write the bulk modulus in terms of the Lamé parameters λ, µ: K = λ + 2µ/3 and write Hooke’s law as: σ = (λ +2µ) ε GNH7/GG09/GEOL4002 EARTHQUAKE SEISMOLOGY AND EARTHQUAKE HAZARD Young’s Modulus or stiffness modulus Young’s Modulus or stiffness modulus: σ n = Eε n Interatomic force Interatomic distance GNH7/GG09/GEOL4002 EARTHQUAKE SEISMOLOGY AND EARTHQUAKE HAZARD Shear Modulus or rigidity modulus Shear modulus or stiffness modulus: σ s = Gε s Interatomic force Interatomic distance GNH7/GG09/GEOL4002 EARTHQUAKE SEISMOLOGY AND EARTHQUAKE HAZARD Hooke’s Law σij and εkl are second-rank tensors so Cijkl is a fourth-rank tensor. For a general, anisotropic material there are 21 independent elastic moduli. In the isotropic case this tensor reduces to just two independent elastic constants, λ and µ.
    [Show full text]
  • Efficient Hydraulic Fluids Compressibility Is Still One of the Most Critically Important Factors
    WORLDWIDE R. David Whitby Efficient hydraulic fluids Compressibility is still one of the most critically important factors. ydraulic fluids transmit power as a hydraulic system con- while phosphate and vegetable-oil esters have compressibilities H verts mechanical energy into fluid energy and subsequently similar to that of water. Polyalphaolefins are more compressible to mechanical work. To achieve this conversion efficiently, hydrau- than mineral oils. Water-glycol fluids are intermediate between lic fluids need to be relatively incompressible. Hydraulic fluids mineral oils and water. must also minimize wear, reduce friction, provide cooling and pre- Mineral oils are relatively incompressible, but volume reduc- vent rust and corrosion, be compatible with system components tions can be approximately 0.5% for pressures ranging from 6,900 and help keep the system free of deposits. kPa (1,000 psi) up to 27,600 kPa (4,000 psi). Compressibility in- Compressibility measures the rela- creases with pressure and temperature tive change in volume of a fluid or solid and has significant effects on high-pres- as a response to a change in pressure and sure fluid systems. Hydraulic oils typi- is the reciprocal of the volume-elastic cally contain 6% to 10% of dissolved air, modulus or bulk modulus of elasticity. which has no measurable effect on bulk Bulk modulus defines the pressure in- modulus provided it stays in solution. crease needed to cause a given relative Bulk modulus is an inherent property decrease in volume. of the hydraulic fluid and, therefore, is The bulk modulus of a fluid is nonlin- an inherent inefficiency of the hydraulic ear.
    [Show full text]
  • Velocity, Density, Modulus of Hydrocarbon Fluids
    Velocity, Density and Modulus of Hydrocarbon Fluids --Data Measurement De-hua Han*, HARC; M. Batzle, CSM Summary measured with pressure up to 55.2 Mpa (8000 Psi) and temperature up to 100 °C. Density and ultrasonic velocity of numerous hydrocarbon fluids (oil, oil based mud filtrate, hydrocarbon gases and Velocity of Dead Oil miscible CO2-oil) were measured at in situ conditions of pressure up to 50 Mpa and temperatures up to100 °C. Initial measurements were on the gas-free or ‘dead’ oils at Dynamic moduli are derived from velocities and densities. pressure and temperature (see Fig. 1). We used the Newly measured data refine correlations of velocity and following model to fit data: density to API gravity, Gas Oil ratio (GOR), Gas gravity and in situ pressure and temperature. Gas in solution is Vp (m/s) = A – B * T + C * P + D * T * P (1) largely responsible for reducing the bulk modulus of the live oil. Phase changes, such as exsolving gas during Here A is a pseudo velocity at 0 °C and room pressure (0 production, can dramatically lower velocities and modulus, Mpa, gauge), B is temperature gradient, C is pressure but is dependent on pressure conditions. Distinguish gas gradient and D is coefficient of coupled temperature and from liquid phase may not be possible at a high pressure. pressure effects. Fluids are often supercritical. With increasing pressure, a gas-like fluid can begin to behave like a liquid Dead & live oil of #1 B.P. = 1900 psi at 60 C Introduction 1800 1600 Hydrocarbon fluids are the primary targets of the seismic exploration.
    [Show full text]
  • FORMULAS for CALCULATING the SPEED of SOUND Revision G
    FORMULAS FOR CALCULATING THE SPEED OF SOUND Revision G By Tom Irvine Email: [email protected] July 13, 2000 Introduction A sound wave is a longitudinal wave, which alternately pushes and pulls the material through which it propagates. The amplitude disturbance is thus parallel to the direction of propagation. Sound waves can propagate through the air, water, Earth, wood, metal rods, stretched strings, and any other physical substance. The purpose of this tutorial is to give formulas for calculating the speed of sound. Separate formulas are derived for a gas, liquid, and solid. General Formula for Fluids and Gases The speed of sound c is given by B c = (1) r o where B is the adiabatic bulk modulus, ro is the equilibrium mass density. Equation (1) is taken from equation (5.13) in Reference 1. The characteristics of the substance determine the appropriate formula for the bulk modulus. Gas or Fluid The bulk modulus is essentially a measure of stress divided by strain. The adiabatic bulk modulus B is defined in terms of hydrostatic pressure P and volume V as DP B = (2) - DV / V Equation (2) is taken from Table 2.1 in Reference 2. 1 An adiabatic process is one in which no energy transfer as heat occurs across the boundaries of the system. An alternate adiabatic bulk modulus equation is given in equation (5.5) in Reference 1. æ ¶P ö B = ro ç ÷ (3) è ¶r ø r o Note that æ ¶P ö P ç ÷ = g (4) è ¶r ø r where g is the ratio of specific heats.
    [Show full text]
  • Adiabatic Bulk Moduli
    8.03 at ESG Supplemental Notes Adiabatic Bulk Moduli To find the speed of sound in a gas, or any property of a gas involving elasticity (see the discussion of the Helmholtz oscillator, B&B page 22, or B&B problem 1.6, or French Pages 57-59.), we need the “bulk modulus” of the fluid. This will correspond to the “spring constant” of a spring, and will give the magnitude of the restoring agency (pressure for a gas, force for a spring) in terms of the change in physical dimension (volume for a gas, length for a spring). It turns out to be more useful to use an intensive quantity for the bulk modulus of a gas, so what we want is the change in pressure per fractional change in volume, so the bulk modulus, denoted as κ (the Greek “kappa” which, when written, has a great tendency to look like k, and in fact French uses “K”), is ∆p dp κ = − , or κ = −V . ∆V/V dV The minus sign indicates that for normal fluids (not all are!), a negative change in volume results in an increase in pressure. To find the bulk modulus, we need to know something about the gas and how it behaves. For our purposes, we will need three basic principles (actually 2 1/2) which we get from thermodynamics, or the kinetic theory of gasses. You might well have encountered these in previous classes, such as chemistry. A) The ideal gas law; pV = nRT , with the standard terminology. B) The first law of thermodynamics; dU = dQ − pdV,whereUis internal energy and Q is heat.
    [Show full text]
  • Course: US01CPHY01 UNIT – 1 ELASTICITY – I Introduction
    Course: US01CPHY01 UNIT – 1 ELASTICITY – I Introduction: If the distance between any two points in a body remains invariable, the body is said to be a rigid body. In practice it is not possible to have a perfectly rigid body. The deformations are (i) There may be change in length (ii) There is a change of volume but no change in shape (iii) There is a change in shape with no change in volume All bodies get deformed under the action of force. The size and shape of the body will change on application of force. There is a tendency of body to recover its original size and shape on removal of this force. Elasticity: The property of a material body to regain its original condition on the removal of deforming forces, is called elasticity. Quartz fibre is considered to be the perfectly elastic body. Plasticity: The bodies which do not show any tendency to recover their original condition on the removal of deforming forces are called plasticity. Putty is considered to be the perfectly plastic body. Load: The load is the combination of external forces acting on a body and its effect is to change the form or the dimensions of the body. Any kind of deforming force is known as Load. When a body is subjected to a force or a system of forces it undergoes a change in size or shape or both. Elastic bodies offer appreciable resistance to the deforming forces. As a result, work has to be done to deform them. This amount of work is stored in body as elastic potential energy.
    [Show full text]
  • The Mechanical Properties and Elastic Anisotropies of Cubic Ni3al from First Principles Calculations
    crystals Article The Mechanical Properties and Elastic Anisotropies of Cubic Ni3Al from First Principles Calculations Xinghe Luan 1,2, Hongbo Qin 1,2,* ID , Fengmei Liu 1,*, Zongbei Dai 1, Yaoyong Yi 1 and Qi Li 1 1 Guangdong Provincial Key Laboratory of Advanced Welding Technology, Guangdong Welding Institute (China-Ukraine E.O. Paton Institute of Welding), Guangzhou 541630, China; [email protected] (X.L.); [email protected] (Z.D.); [email protected] (Y.Y.); [email protected] (Q.L.) 2 Key Laboratory of Guangxi Manufacturing System and Advanced Manufacturing Technology, Guilin University of Electronic Technology, Guilin 541004, China * Correspondence: [email protected] (H.Q.); [email protected] (F.L.) Received: 21 June 2018; Accepted: 22 July 2018; Published: 25 July 2018 Abstract: Ni3Al-based superalloys have excellent mechanical properties which have been widely used in civilian and military fields. In this study, the mechanical properties of the face-centred cubic structure Ni3Al were investigated by a first principles study based on density functional theory (DFT), and the generalized gradient approximation (GGA) was used as the exchange-correlation function. The bulk modulus, Young’s modulus, shear modulus and Poisson’s ratio of Ni3Al polycrystal were calculated by Voigt-Reuss approximation method, which are in good agreement with the existing experimental values. Moreover, directional dependences of bulk modulus, Young’s modulus, shear modulus and Poisson’s ratio of Ni3Al single crystal were explored. In addition, the thermodynamic properties (e.g., Debye temperature) of Ni3Al were investigated based on the calculated elastic constants, indicating an improved accuracy in this study, verified with a small deviation from the previous experimental value.
    [Show full text]
  • Effects of Pore Fluid Properties at High Pressure and Temperature On
    Effects of pore fluid properties at high pressure and temperature on seismic response Joel Walls*, Rock Solid Images and Jack Dvorkin, Rock Solid Images and Stanford University Summary means that 50 MPa occurs at approximately 5 km TVD. In overpressured formations, the pressure may be higher even We use software from the National Institute of at shallower depths. Also, tremendous amounts of Standards and Testing (NIST) to assess the adiabatic bulk domestic natural gas (55 Tcf offshore, according to MMS, modulus and density of natural gas and brine at pressures o and 135 Tcf onshore, according to USGS) may be available up to 200 MPa and temperatures up to 200 C. The at depths below 15,000 ft (about 5 km TVD) and as deep as calculations are based on equations of state which are 25,000 ft (about 7.5 km). This promising domestic gas calibrated and verified by many experimental potential calls for improvements in the interpretation of measurements. The results indicate that as pressure very deep seismic events and, as part of this technical task, increases from the normal range of 20 to 50 MPa to the valid estimates for the bulk modulus and density of the pore very high range of 150 to 200 MPa, the bulk modulus of fluid, especially gas, in deep reservoirs at very high methane may increase tenfold, from about 0.1 to about 1.0 pressure. GPa. The latter values are comparable to those for oil. For heavier hydrocarbon gases (ethane, propane, butane, and Comparison to Batzle-Wang (1992) their mixtures) the modulus will be even higher.
    [Show full text]
  • Physics 140 Sound
    Physics 140 Sound Chapter 12 Sound waves Sound is composed of longitudinal pressure waves. wave propagaon Compression è when Compression Compression parBcles come together RarefacBon RarefacBon RarefacBon è when parBcles are farthest apart 2 Physics 140, Prof. M. Nikolic Sound waves Described by the gauge pressure – difference between the pressure at a given point and average pressure 3 Physics 140, Prof. M. Nikolic The speed of sound waves T Let’s remember Chapter 11 and the speed of string waves v = µ The speed of sound B waves v = B is the bulk modulus of the medium ρ and ρ its density. The speed of sound Y v = waves in thin rods Y is the Young’s modulus of the ρ medium and ρ its density. All other equaons from Chapter 11 sBll apply. 2π v = f λ k = 4 Physics 140, Prof. M. Nikolic λ Conceptual quesBon – Speed of sound Q1 Given the informaon in the table below, which substance would have the highest speed of sound? Substance Bulk Modulus Density Speed (GPa) (kg/m3) (m/s) Aluminum 70 2700 Brass 61 8400 Copper 14 8900 Mercury 27 13600 A. aluminum B B. brass v = C. copper ρ D. mercury 5 Physics 140, Prof. M. Nikolic Conceptual quesBon – Speed of sound Q1 Given the informaon in the table below, which substance would have the highest speed of sound? Substance Bulk Modulus Density Speed (GPa) (kg/m3) (m/s) Aluminum 70 2700 5.1 x 103 Brass 61 8400 2.7 x 103 Copper 14 8900 1.25 x 103 Mercury 27 13600 1.4 x 103 A.
    [Show full text]
  • [Physics.Class-Ph] 9 May 2020 the Incremental Bulk Modulus, Young's
    Mathematics and Mechanics of Solids (2007) 12, 526–542. doi: 10.1177/1081286506064719 Published 7 April 2006 Page 1 of 16 The incremental bulk modulus, Young’s modulus and Poisson’s ratio in nonlinear isotropic elasticity: physically reasonable response N.H. Scott∗ School of Mathematics, University of East Anglia, Norwich Research Park, Norwich NR4 7TJ, U.K. 12 May 2020 [Dedicated to Michael Hayes with esteem and gratitude] Abstract An incremental (or tangent) bulk modulus for finite isotropic elasticity is de- fined which compares an increment in hydrostatic pressure with the corresponding increment in relative volume. Its positivity provides a stringent criterion for phys- ically reasonable response involving the second derivatives of the strain energy function. Also, an average (or secant) bulk modulus is defined by comparing the current stress with the relative volume change. The positivity of this bulk modulus provides a physically reasonable response criterion less stringent than the former. The concept of incremental bulk modulus is extended to anisotropic elasticity. For states of uniaxial tension an incremental Poisson’s ratio and an incremental Young’s modulus are similarly defined for nonlinear isotropic elasticity and have properties similar to those of the incremental bulk modulus. The incremental Pois- son’s ratios for the isotropic constraints of incompressibility, Bell, Ericksen, and constant area are considered. The incremental moduli are all evaluated for a spe- cific example of the compressible neo-Hookean solid. Bounds on the ground state Lam´eelastic moduli, assumed positive, are given which are sufficient to guarantee the positivity of the incremental bulk and Young’s moduli for all strains.
    [Show full text]
  • Module 3 Constitutive Equations
    Module 3 Constitutive Equations Learning Objectives • Understand basic stress-strain response of engineering materials. • Quantify the linear elastic stress-strain response in terms of tensorial quantities and in particular the fourth-order elasticity or stiffness tensor describing Hooke's Law. • Understand the relation between internal material symmetries and macroscopic anisotropy, as well as the implications on the structure of the stiffness tensor. • Quantify the response of anisotropic materials to loadings aligned as well as rotated with respect to the material principal axes with emphasis on orthotropic and transversely- isotropic materials. • Understand the nature of temperature effects as a source of thermal expansion strains. • Quantify the linear elastic stress and strain tensors from experimental strain-gauge measurements. • Quantify the linear elastic stress and strain tensors resulting from special material loading conditions. 3.1 Linear elasticity and Hooke's Law Readings: Reddy 3.4.1 3.4.2 BC 2.6 Consider the stress strain curve σ = f() of a linear elastic material subjected to uni-axial stress loading conditions (Figure 3.1). 45 46 MODULE 3. CONSTITUTIVE EQUATIONS σ ˆ 1 2 ψ = 2 Eǫ E 1 ǫ Figure 3.1: Stress-strain curve for a linear elastic material subject to uni-axial stress σ (Note that this is not uni-axial strain due to Poisson effect) In this expression, E is Young's modulus. Strain Energy Density For a given value of the strain , the strain energy density (per unit volume) = ^(), is defined as the area under the curve. In this case, 1 () = E2 2 We note, that according to this definition, @ ^ σ = = E @ In general, for (possibly non-linear) elastic materials: @ ^ σij = σij() = (3.1) @ij Generalized Hooke's Law Defines the most general linear relation among all the components of the stress and strain tensor σij = Cijklkl (3.2) In this expression: Cijkl are the components of the fourth-order stiffness tensor of material properties or Elastic moduli.
    [Show full text]
  • Speed of Sound
    An Internet Book on Fluid Dynamics Speed of Sound The next step in our treatment of compressible flows is to develop relations for and understanding of the speed of sound in a compressible fluid. Sound consists of small amplitude pressure waves propagating through the fluid and, in most of the analysis which follows we will retain only the mathematical terms that are linear in the pressure perturbations while neglecting all terms that are quadratic or higher order in those perturbations. We begin with the following thought experiment. Consider a rigid tube of cross-sectional area, A, that contains a piston that is initially at rest. The tube is filled with gas at rest with pressure, p, temperature, T , and density, ρ, but at time t = 0 it is suddenly given a small velocity, Δu, directed into the gas as sketched in Figure 1. This generates a wave that travels down the pipe with velocity, V ,and Figure 1: Tube with piston set in motion at t = 0, with small velocity, Δu. leaves behind it gas that now has a velocity, Δu, and increased pressure, p +Δp, temperature, T +ΔT , and density, ρ +Δρ. We seek to determine the wave velocity, V , by applying the basic conservation laws Figure 2: Flow with wave at rest. that apply to the gas flow. To do so we examine the flow in a frame fixed in the wave as sketched in Figure 2 by applying a Galilean transformation to the flow in Figure 1. Conservation of mass across the wave then requires that A(ρ +Δρ)(Δu − V )=−ρV A (Bod1) so that V Δρ Δu = (Bod2) (ρ +Δρ) In addition, applying the momentum equation to the wave yields AΔp = AρV 2 − A(ρ +Δρ)(Δu − V )2 (Bod3) that, using the continuity result (Bod2), leads to Δp Δρ V 2 = 1+ (Bod4) Δρ ρ The speed of sound is defined as the speed of the wave for very small perturbations or V → c when Δu → 0(andsoΔp, ΔT,Δρ → 0) (Bod5) and therefore dp c2 = (Bod6) dρ This result holds for any substance whether solid, liquid or gas and, at various points throughout this book we will use it for many different substances.
    [Show full text]