DROP-WEIGHT SYSTEM FOR DYNAMIC PRESSURE CALIBRATION

Similar documents
DEVELOPMENT OF MEASUREMENT STANDARD FOR DYNAMIC PRESSURE AT MIKES

Finite Element Method in Geotechnical Engineering

NDT&E Methods: UT. VJ Technologies CAVITY INSPECTION. Nondestructive Testing & Evaluation TPU Lecture Course 2015/16.

3.2 Hooke s law anisotropic elasticity Robert Hooke ( ) Most general relationship

Physical and Biological Properties of Agricultural Products Acoustic, Electrical and Optical Properties and Biochemical Property

Mechanics of Earthquakes and Faulting

PEAT SEISMOLOGY Lecture 2: Continuum mechanics

Macroscopic theory Rock as 'elastic continuum'

3D Elasticity Theory

Mechanics of Earthquakes and Faulting

Mechanical Properties of Materials

20. Rheology & Linear Elasticity

Lecture 8: Tissue Mechanics

Elasticity. A PowerPoint Presentation by Paul E. Tippens, Professor of Physics Southern Polytechnic State University Modified by M.

Introduction, Basic Mechanics 2

Basic Equations of Elasticity

Rutgers University Department of Physics & Astronomy. 01:750:271 Honors Physics I Fall Lecture 19. Home Page. Title Page. Page 1 of 36.

SEMM Mechanics PhD Preliminary Exam Spring Consider a two-dimensional rigid motion, whose displacement field is given by

Continuum Mechanics. Continuum Mechanics and Constitutive Equations

Mechanics PhD Preliminary Spring 2017

Longitudinal Waves. waves in which the particle or oscillator motion is in the same direction as the wave propagation

16.21 Techniques of Structural Analysis and Design Spring 2003 Unit #5 - Constitutive Equations

Simple Harmonic Motion

Lecture 18. In other words, if you double the stress, you double the resulting strain.

16.20 HANDOUT #2 Fall, 2002 Review of General Elasticity

(Refer Slide Time: 1: 19)

Introduction to Seismology Spring 2008

UNIVERSITY OF SASKATCHEWAN ME MECHANICS OF MATERIALS I FINAL EXAM DECEMBER 13, 2008 Professor A. Dolovich

PHYSICS. Course Structure. Unit Topics Marks. Physical World and Measurement. 1 Physical World. 2 Units and Measurements.

Elements of Rock Mechanics

Strain Measurements. Isaac Choutapalli

Chapter 5 Elastic Strain, Deflection, and Stability 1. Elastic Stress-Strain Relationship

Review of Strain Energy Methods and Introduction to Stiffness Matrix Methods of Structural Analysis

A short review of continuum mechanics

MECH 5312 Solid Mechanics II. Dr. Calvin M. Stewart Department of Mechanical Engineering The University of Texas at El Paso

3D and Planar Constitutive Relations

Linear Elasticity ( ) Objectives. Equipment. Introduction. ε is then

3 2 6 Solve the initial value problem u ( t) 3. a- If A has eigenvalues λ =, λ = 1 and corresponding eigenvectors 1

Elasticity: Term Paper. Danielle Harper. University of Central Florida

Basic Concepts of Strain and Tilt. Evelyn Roeloffs, USGS June 2008

Stress Strain Elasticity Modulus Young s Modulus Shear Modulus Bulk Modulus. Case study

Way to Success Model Question Paper. Answer Key

Game Physics. Game and Media Technology Master Program - Utrecht University. Dr. Nicolas Pronost

ELASTICITY (MDM 10203)

Mechanical Shock Testing for LIGA Materials Characterization

Numerical Heat and Mass Transfer

Example 3.7 Consider the undeformed configuration of a solid as shown in Figure 3.60.

9 MECHANICAL PROPERTIES OF SOLIDS

Figure 1 Answer: = m

Energy Considerations

Simple Harmonic Motion and Elasticity continued

Fundamentals of Low Intensity Shock Calibration

D : SOLID MECHANICS. Q. 1 Q. 9 carry one mark each. Q.1 Find the force (in kn) in the member BH of the truss shown.

Chapter 7 Vibration Measurement and Applications

Chapter 10 Lecture Outline. Copyright The McGraw-Hill Companies, Inc. Permission required for reproduction or display.

Tentamen/Examination TMHL61

F-Praktikum Physikalisches Institut (PI) Stark korrelierte Elektronen und Spins. Report

7.2.1 Seismic waves. Waves in a mass- spring system

If the symmetry axes of a uniform symmetric body coincide with the coordinate axes, the products of inertia (Ixy etc.

Physics 121, April 3, Equilibrium and Simple Harmonic Motion. Physics 121. April 3, Physics 121. April 3, Course Information

On the study of elastic wave scattering and Rayleigh wave velocity measurement of concrete with steel bar

1 Hooke s law, stiffness, and compliance

Unit I - Properties of Matter

Chapter 5 Oscillatory Motion

Chapter 14. PowerPoint Lectures for University Physics, Thirteenth Edition Hugh D. Young and Roger A. Freedman. Lectures by Wayne Anderson

Rock Mechanics Laboratory Tests for Petroleum Applications. Rob Marsden Reservoir Geomechanics Advisor Gatwick

Unit IV State of stress in Three Dimensions

Problem " Â F y = 0. ) R A + 2R B + R C = 200 kn ) 2R A + 2R B = 200 kn [using symmetry R A = R C ] ) R A + R B = 100 kn

Class XI Physics Syllabus One Paper Three Hours Max Marks: 70

MECHANICS OF MATERIALS

Vibrations Qualifying Exam Study Material

INTRODUCTION TO STRAIN

1. A pure shear deformation is shown. The volume is unchanged. What is the strain tensor.

Strength of Material. Shear Strain. Dr. Attaullah Shah

Soft Bodies. Good approximation for hard ones. approximation breaks when objects break, or deform. Generalization: soft (deformable) bodies

Recap. Transitions from one state into another are initiated by heating/cooling the material. Density is mass per volume: Pressure is force per area:

Mechanical Energy and Simple Harmonic Oscillator

Useful Formulae ( )

PRACTICE QUESTION PAPER WITH SOLUTION CLASS XI PHYSICS

SENSOR DEVICES MECHANICAL SENSORS

1. What would be the value of F1 to balance the system if F2=20N? 20cm T =? 20kg

Rock Rheology GEOL 5700 Physics and Chemistry of the Solid Earth

Stress/Strain. Outline. Lecture 1. Stress. Strain. Plane Stress and Plane Strain. Materials. ME EN 372 Andrew Ning

EE 5344 Introduction to MEMS CHAPTER 6 Mechanical Sensors. 1. Position Displacement x, θ 2. Velocity, speed Kinematic

MODEL-BASED ANALYSIS OF THE DYNAMIC BEHAVIOUR OF A 250 KN SHOCK FORCE CALIBRATION DEVICE

(Total 1 mark) IB Questionbank Physics 1

Physics in Faculty of

MECHANICS OF MATERIALS

Unit I Stress and Strain

ELASTICITY (MDM 10203)

Continuum mechanics V. Constitutive equations. 1. Constitutive equation: definition and basic axioms

Chapter 2 Governing Equations

Exam III Physics 101: Lecture 19 Elasticity and Oscillations

Physics of Continuous media

This is an electronic reprint of the original article. This reprint may differ from the original in pagination and typographic detail.

Lecture 8. Stress Strain in Multi-dimension

Physics 41 HW Set 1 Chapter 15 Serway 8 th ( 7 th )

Summary PHY101 ( 2 ) T / Hanadi Al Harbi

DIVIDED SYLLABUS ( ) - CLASS XI PHYSICS (CODE 042) COURSE STRUCTURE APRIL

Objectives: After completion of this module, you should be able to:

Transcription:

DROP-WIGHT SYSTM FOR DYNAMIC PRSSUR CALIBRATION Antti Lakka and Sari Saxholm MIKS, Centre for Metrology and Accreditation P.O. Box 9 (Tekniikantie 1) FI-2151 spoo Finland telephone: +358-29-554456, e-mail: antti.lakka@mikes.fi

Table of contents 1) Introduction 2) Working principle of the measurement standard 3) Modelling pressure pulse mathematically Damped harmonic oscillator method General Hooke s law method 4) Calculating pressure 5) Uncertainty parameters 6) Next steps 7) Summary 2

1) Introduction Within the framework of the MRP-project IND9 Dynamic - Traceable dynamic measurement of mechanical quantities Centre for Metrology and Accreditation (MIKS) is developing a measurement standard for dynamic pressure The new measurement standard is based on the drop weight principle and it provides valid traceability chain from 1 MPa to 5 MPa with the targeted relative measurement uncertainty in the order of 1% New primary dynamic pressure standard will provide traceability to the measurements in the different areas, e.g. hydraulic systems, engine, ammunition and firearms industries 3

2) Working principle of the measurement standard The device is manufactured by AVL Operating principle is based on drop weight system Generated pressure pulse is measured using up to three (3) pressure transducers simultaneously 4

2) Working principle of the measurement standard Carrying arm and its electromagnet is used to lift a falling mass to the desired falling height After release the falling mass falls along guidance rods freely (friction is negligible) and collides with the piston Piston compresses glycerol to minimum volume, after that glycerol expands forcing the piston to move upwards Finally the falling mass is catched and lifted back to its initial position by the carrying arm 5

2) Working principle of the measurement standard Labview-program is used to control the device and to measure pressure pulses Communication between a host PC and the device is executed via serial port Charges produced by pressure transducers are transformed to voltages by a charge amplifier and digitized by a NI data acquisition device 6

TH HIT piston position 2) Working principle of the measurement standard Pressure curves at 1 bar, 2 bar, 3 bar, 4 bar and 5 bar: 7

2) Working principle of the measurement standard Glycerol cylinder is like a spring with a mass (piston and falling weight) attached to it Due to inelastic collision between the weight and the piston the displacement of the weight and the displacement of the piston are equal Displacement is measured using accelerometer and laser interferometer Resulting measured displacements are compared 8

2) Working principle of the measurement standard Accelerometer measurements Interferometer measurements 9

3) Modelling pressure pulse mathematically As glycerol behaviour during impact is a close match to mechanical spring, we are currently using two methods to describe the displacement of such spring mathematically: 1. Damped harmonic oscillator method 2. General Hooke s law method Damped harmonic oscillator method is one-dimensional model and very simple; it takes into account stresses and displacements in one direction General Hooke s law is multidimensional model and much more complex; simultaneous stresses and displacements in different directions are taken into account 1

Damped harmonic oscillator method Linear second order differential equation needs to be solved for displacement x Model advantages: very simple model, easy to use Model drawbacks: treats liquid glycerol as a solid material, fitting the solution of the differential equation to displacement measurements required to obtain parameters A, k and D F = ma 2 d x 2 dt + 2 d x = m 2 dt dx D dt + = kx kx m is total mass of piston and weight a is acceleration x is piston displacement k is spring constant D is damping parameter A is amplitude of motion = dx D dt 11

Damped harmonic oscillator method Assuming damping to be relatively small, letting the oscillator to be at rest in t = and renaming a constant of integration as A leads to solution If the damping parameter D is zero, the spring obeys Hooke s law F = -kx Solution: x( t) = If D =, then x( t) = A A sin e D t 2m k t m sin k m D 2 4m 2 t This is the case for our situation 12

General Hooke s law method Hooke s law can be formulated generally as a tensor product of a 4th order compliance tensor and a 2nd order stress tensor Model advantages: multidimensional stresses and strains are taken into account, no fit required Model drawbacks: material moduli values may be difficult to know as a function of pressure ε = sσ ε In matrix form: ε ε ε γ γ γ xx yy zz xy yz zx ij 1 = 3 3 ijkl k = 1l= 1 = s 1 1 ε is the strain tensor s is the compliance tensor σ is the stress tensor is Young s modulus G is Shear modulus ν is Poisson s ratio ε kl 1 G 1 G σ σ σ τ τ τ 1 G xx yy zz xy yz zx 13

14 General Hooke s law method 6x6 matrix must be inverted to solve for stress vector Inverting the matrix equation: σ ij are normal stresses εi j are normal strains τ ij are shear stresses γ ij are shear strains Ê=/[(1-2ν)(1+ν)] = zx yz xy zz yy xx zx yz xy zz yy xx G G G γ γ γ ε ε ε τ τ τ σ σ σ ) ˆ(1 ˆ ˆ ˆ ) ˆ(1 ˆ ˆ ˆ ) ˆ(1

4) Calculating pressure Pressure inside the glycerol chamber can be calculated starting from the definintion of pressure in harmonic oscillator method A and k (D = ) are obtained from fitting x(t) to displacement data In general Hooke s law method the starting point is the definition of mechanical pressure If deformations in directions apart from the direction of piston displacement are negligible, the model becomes onedimensional p p = ( 2 ) If ε v = ε xx p = F A = σ 3 1 = Kε = av xx mx = A = ε v 1 3 = Ak A ( σ + σ + σ ) xx Kε sin ε v = ε xx + ε yy + ε zz is volumetric strain K is bulk modulus v yy k t m zz 15

5) Uncertainty parameters Uncertainty of pressure depends on uncertainties of pressure model parameters Both models have measured displacement of the piston, A and T (temperature of glycerol) as common parameters In addition Harmonic oscillator model requires fitting parameters Initial volume of pressure chamber is required in general Hooke s law model due to dimensionless strain Model Harmonic oscillator General Hooke s law Uncertainty parameters A, k A, m, x meas, T K, x meas, A, V init, T 16

6) Next steps Lots of measurements required to define the values of fitting parameters of Harmonic oscillator model in different conditions and normal strains of General Hooke s law model (different transducer combinations -> different volume -> different fitting parameters) and uncertainty analysis Comparison between different primary dynamic pressure standard systems, deadline June 214 17

7) Summary The new measurement standard developed by MIKS provides calibration measurements for dynamic pressure transducers with a valid traceability chain from 1 MPa to 5 MPa Glycerol cylinder is treated as a spring with a mass (falling weight and piston) on top of it Spring displacement is measured using accelerometer and laser interferometer and the results are used as input in two separate mathematical models to calculate pressure inside the cylinder Key uncertainty parameters which can be measured are mass of the falling object, measured displacement, piston area, glycerol volume, glycerol temperature (in both models) Other model dependent uncertainty parameters can be significant 18

The end. Thank You for Your attention The research within the project has received funding from the uropean Union on the basis of Decision No 912/29/C. It is carried out in the uropean Research Programme (MRP) project IND9 Traceable dynamic measurement of mechanical quantities. antti.lakka@mikes.fi 19