MCE380: Measurements and Instrumentation Lab. Chapter 9: Force, Torque and Strain Measurements



Similar documents
Objectives. Experimentally determine the yield strength, tensile strength, and modules of elasticity and ductility of given materials.

8.2 Elastic Strain Energy

Experiment 5. Strain Gage Measurements

Precision Miniature Load Cell. Models 8431, 8432 with Overload Protection

International Journal of Engineering Research-Online A Peer Reviewed International Journal Articles available online

Deflections. Question: What are Structural Deflections?

Finite Element Formulation for Beams - Handout 2 -

ME 343: Mechanical Design-3

Design Analysis and Review of Stresses at a Point

15. MODULUS OF ELASTICITY

9. Force Measurement with a Strain gage Bridge

Introduction to Beam. Area Moments of Inertia, Deflection, and Volumes of Beams

Torsion Tests. Subjects of interest

Subminiature Load Cell Model 8417

EDEXCEL NATIONAL CERTIFICATE/DIPLOMA MECHANICAL PRINCIPLES OUTCOME 2 ENGINEERING COMPONENTS TUTORIAL 1 STRUCTURAL MEMBERS

STRESS AND DEFORMATION ANALYSIS OF LINEAR ELASTIC BARS IN TENSION

Shear Center in Thin-Walled Beams Lab

MATERIALS AND MECHANICS OF BENDING

Mechanical Properties of Metals Mechanical Properties refers to the behavior of material when external forces are applied

Introduction to Mechanical Behavior of Biological Materials

Solution for Homework #1

Stress Strain Relationships

ENGINEERING COUNCIL CERTIFICATE LEVEL

Lab 7: Rotational Motion

The elements used in commercial codes can be classified in two basic categories:

EDEXCEL NATIONAL CERTIFICATE/DIPLOMA MECHANICAL PRINCIPLES AND APPLICATIONS NQF LEVEL 3 OUTCOME 1 - LOADING SYSTEMS TUTORIAL 3 LOADED COMPONENTS

Chapter 10 Rotational Motion. Copyright 2009 Pearson Education, Inc.

INTRODUCTION TO BEAMS

Stresses in Beam (Basic Topics)

Chapter Outline. Mechanical Properties of Metals How do metals respond to external loads?

MECHANICAL PRINCIPLES HNC/D PRELIMINARY LEVEL TUTORIAL 1 BASIC STUDIES OF STRESS AND STRAIN

Lab for Deflection and Moment of Inertia

Applying the Wheatstone Bridge Circuit

Torque Sensor Technical Information

Weight Measurement Technology

Material Optimization and Weight Reduction of Drive Shaft Using Composite Material

Mechanics of Materials Summary

MECHANICS OF SOLIDS - BEAMS TUTORIAL 1 STRESSES IN BEAMS DUE TO BENDING. On completion of this tutorial you should be able to do the following.

ENGINEERING COUNCIL CERTIFICATE LEVEL ENGINEERING SCIENCE C103 TUTORIAL 3 - TORSION

Bending Stress in Beams

Modeling Beams on Elastic Foundations Using Plate Elements in Finite Element Method

SHAFTS: TORSION LOADING AND DEFORMATION

Problem 1: Computation of Reactions. Problem 2: Computation of Reactions. Problem 3: Computation of Reactions

THE STRAIN GAGE PRESSURE TRANSDUCER

Finite Element Formulation for Plates - Handout 3 -

CosmosWorks Centrifugal Loads

Reaction Torque Sensor

METU DEPARTMENT OF METALLURGICAL AND MATERIALS ENGINEERING

Force measurement. Forces VECTORIAL ISSUES ACTION ET RÉACTION ISOSTATISM

Mechanical Properties - Stresses & Strains

MECHANICS OF SOLIDS - BEAMS TUTORIAL TUTORIAL 4 - COMPLEMENTARY SHEAR STRESS

MECHANICS OF SOLIDS - BEAMS TUTORIAL 2 SHEAR FORCE AND BENDING MOMENTS IN BEAMS

Sheet metal operations - Bending and related processes

2. Axial Force, Shear Force, Torque and Bending Moment Diagrams

Environmental Monitoring with Sensors: Hands-on Exercise

The Basics of FEA Procedure

Dispersion diagrams of a water-loaded cylindrical shell obtained from the structural and acoustic responses of the sensor array along the shell

Type of Force 1 Axial (tension / compression) Shear. 3 Bending 4 Torsion 5 Images 6 Symbol (+ -)

Lecture 17. Last time we saw that the rotational analog of Newton s 2nd Law is

STRENGTH of MATERIALS. P.A.Hilton Ltd. Two Year Warranty UNIVERSAL MATERIAL TESTER HARDNESS TESTERS DEFLECTION/FATIGUE IMPACT TESTERS POLARISCOPE

Solid Mechanics. Stress. What you ll learn: Motivation

Hardened Concrete. Lecture No. 14

Unit 3 (Review of) Language of Stress/Strain Analysis

Vibrations of a Free-Free Beam

Manufacturing Equipment Modeling

Elasticity Theory Basics

New approaches in Eurocode 3 efficient global structural design

Structural Integrity Analysis

Activity 2.3b Engineering Problem Solving Answer Key

Practice Exam Three Solutions

REVIEW PROBLEMS & SOLUTIONS JAMES M. GERE BARRY J. GOODNO

THE DETERMINATION OF DELAMINATION STRAIN ENERGY RELEASE RATE OF COMPOSITE BI-MATERIAL INTERFACE

Module 2. Analysis of Statically Indeterminate Structures by the Matrix Force Method. Version 2 CE IIT, Kharagpur

SOLID MECHANICS DYNAMICS TUTORIAL NATURAL VIBRATIONS ONE DEGREE OF FREEDOM

CH 6: Fatigue Failure Resulting from Variable Loading

Slide Basic system Models

METHOD OF STATEMENT FOR STATIC LOADING TEST

Høgskolen i Narvik Sivilingeniørutdanningen

P4 Stress and Strain Dr. A.B. Zavatsky MT07 Lecture 3 Statically Indeterminate Structures

Finite Element Simulation of Simple Bending Problem and Code Development in C++

Chapter 6. Current and Resistance

Calibration and Use of a Strain-Gage-Instrumented Beam: Density Determination and Weight-Flow-Rate Measurement

Fatigue Performance Evaluation of Forged Steel versus Ductile Cast Iron Crankshaft: A Comparative Study (EXECUTIVE SUMMARY)

AN EXPLANATION OF JOINT DIAGRAMS

Advanced bolt assessment through process automation

ENGINEERING SCIENCE H1 OUTCOME 1 - TUTORIAL 3 BENDING MOMENTS EDEXCEL HNC/D ENGINEERING SCIENCE LEVEL 4 H1 FORMERLY UNIT 21718P

Analysis of Stresses and Strains

Gear Trains. Introduction:

Approximate Analysis of Statically Indeterminate Structures

Modeling Mechanical Systems

B.TECH. (AEROSPACE ENGINEERING) PROGRAMME (BTAE) Term-End Examination December, 2011 BAS-010 : MACHINE DESIGN

The following sketches show the plans of the two cases of one-way slabs. The spanning direction in each case is shown by the double headed arrow.

SHORE A DUROMETER AND ENGINEERING PROPERTIES

The DC Motor. Physics 1051 Laboratory #5 The DC Motor

Design of Steel Structures Prof. S.R.Satish Kumar and Prof. A.R.Santha Kumar. Fig some of the trusses that are used in steel bridges

Electric Motors and Drives

Module 1 : Conduction. Lecture 5 : 1D conduction example problems. 2D conduction

Technical Notes 3B - Brick Masonry Section Properties May 1993

EFFICIENT NUMERICAL SIMULATION OF INDUSTRIAL SHEET METAL BENDING PROCESSES

Lymon C. Reese & Associates LCR&A Consulting Services Tests of Piles Under Axial Load

Transcription:

MCE380: Measurements and Instrumentation Lab Chapter 9: Force, Torque and Strain Measurements Topics: Elastic Elements for Force Measurement Dynamometers and Brakes Resistance Strain Gages Holman, Ch. 10 Cleveland State University Mechanical Engineering Hanz Richter, PhD MCE380 p.1/11 Elastic Elements for Force Measurement Material elasticity allows the conversion between force and displacement according to Hooke s law: F = ky The elastic constant k can take various forms according to the geometry of the elastic body, the direction of force application and the direction of the displacement readout. In a straight bar (Fig. 10.3), the constant has the form k = AE L where E is the Young s modulus, A is the area of the cross section and L is the length. In a cantilever beam with the force at the tip and the displacement at the tip (Fig. 10.4), the constant is k = 3EI L 3 where I is the moment of inertia of the cross section. Eq. 10.16 in Holman has a typo. MCE380 p.2/11

Elastic Torsion in Torque Measurement Torsion bars work in an entirely analogous way as linear elastic elements. The basic relationship is M = kφ where M is torque (N-m) and φ is angular deflection (rad). The constant for a hollow cylinder of outer and inner radii r o and r i is k = πg(r4 o ri 4 ) φ 2L where G is the shear modulus (Pa). The shear modulus is related to the Young s modulus and Poisson ratio µ by G = E 2(1 + µ) If the angular deflection is small, and can be read using strain gages at 45 degrees from the axis ( see Fig. 10.7). The strain gages will indicate strains of Mr o ǫ 45 = ± πg(ro 4 ri 4) MCE380 p.3/11 Rotary Torque Sensor This device allows the measurement of torque on rotating shafts. We will be using this device in the lab. MCE380 p.4/11

Reaction Dynamometer The rotor of a DC machine is connected to the shaft whose torque is to be determined. The housing of the DC machine is mounted on bearings. An arm attached to the housing rests against a force-measuring device (scale). The torque on the housing equals that of the rotor by action-reaction principle. MCE380 p.5/11 Uniaxial Stress and Strain Consider a uniform elastic bar of area A and length L under the action of an axial force (Fig. 10.10). The stress is given by σ = F A while the strain obeys linear elasticity: ǫ = σ E ǫ is the engineering strain, that is, it doesn t account for the reduction in area that arises as a consequence of elongation. The engineering strain is also equal to when is small. ǫ = L L MCE380 p.6/11

Bending Stress and Strain We will need to use the bending stress and strain formulas for some lab experiments. For pure beam bending, the axial stress due to bending and the moment are related by σ = My I The strain at the surface of the beam can be obtained as ǫ = Mȳ EI where ȳ is half the thickness of the beam. The bending moment M can be obtained by examining the mounting conditions (cantilever, simply supported, etc.) and the loading conditions. MCE380 p.7/11 Resistance Strain Gages A strain gage is made of a thin wire or foil embedded in an insulating matrix which is very flexible. The wire deforms the same as the surface to which it s bonded, changing its resistance. Once more, a Wheatstone bridge can be used to find the resistance and, therefore, the strain. A strain gage reader is a signal-conditioning unit containing the bridge and other necessary electronic elements allowing a direct readout of strain. MCE380 p.8/11

The Gage Factor The resistance is related to length as follows: R = ρ L A where L, A and ρ are the length, cross-sectional area and resistivity of the wire. Taking differentials, the following can be derived: dr R = ǫ(1 + 2µ) + dρ ρ The gage factor F is defined by We can now express the strain as F = ǫ = 1 F dr R ǫ R R That is, the gage factor simply expresses proportionality between percent elongation (strain) and percent change in resistance. MCE380 p.9/11 Strain Gage Bridges Suppose the strain gage of resistance R 1 is one of the branches of a Wheatstone bridge. The voltmeter voltage is E D, while the excitation voltage is E (see Fig. 4.25). When strain is applied and the resistance of the gage changes to R 1 + R 1, the voltage detected at the voltmeter is: E D E = R 1 + R 1 R 1 + R 1 + R 4 R 2 R 2 + R 3 The resistance change can be obtained from this equation as R 1 R 1 = R 4 R 1 ( E D E + R 2 R 2 +R 3 ) 1 E D E R 1 2 R 2 +R 3 MCE380 p.10/11

Example A strain gage is bonded 10mm from the fixed end of a cantilever beam of L = 100mm. The beam is made of steel (E=210 GPa) and has a cross section of 1 by 10 mm. The gage factor is 2.05 and the resistance is 120 Ω. A Wheatstone bridge with R 2 = R 3 = R 4 = 120Ω is used with an excitation voltage of E = 10V. An unknown deflection is applied at the tip of the beam. The voltage at the terminals of the Wheatstone bridge is E D = 3.5mV. Determine the deflection and the strain. MCE380 p.11/11