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    DESIGN AND DEVELOPMENT

    OF TEST SETUP FOR

    MEASURING BOLTED JOINTCLAMPING FORCE

    Department of Mechanical Engineering

    .

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    ABSTRACT

    Bolts are widely used in industry for joining members together. The

    behavior and service life of bolted joints depend on several factors

    including bolt material, dimensions, surface finish, surface coating

    and thread tolerances. However, the uppermost factor affecting the

    reliability and durability is the correctness of the clamping force

    exerted by the bolt. Thus it is very important to monitor the bolt

    clamping force to ensure a proper preload during assemblyprocess. Each of the available monitoring techniques including

    torque control, torque-angle control and strain gauged bolt suffers

    from one or more limitations which affect the reliability of

    measurement.

    In this project report, we simultaneously measure the tension in the bolt, load

    on the bush and the torque while rotating the bolt at the desired

    angle. Experiments conducted on bolted structures with plates of

    different bolt diameter have demonstrated the reliability andusefulness of this new approach.

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    Index

    CONTENT PAGE

    1. LIST OF TABLES 6

    2. LIST OF FIGURES 7

    3. ABBREVIATIONS AND 8

    NOMENCLATURE

    4. INTRODUCTION 9

    5. THE PROBLEM 14

    6. DESING AND FABRICATION 20

    OF SETUP

    7. TEST PROCEDURE AND 39

    RESULT

    8. FUTURE SCOPE 46

    9. CONCLUSION 48

    10. REFERENCE 50

    11. APPENDIX 51

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    LIST OF TABLES

    Table No. Description Page no.

    1 PROCESS SHEET FOR MAIN BLOCK 24

    2 PROCESS SHEET FOR TOP PLATE 25

    3 PROCESS SHEET FOR SIDE PLATE 26

    4 PROCESS SHEET FOR BUSH 27

    5 PROCESS SHEET FOR CUBIC BUSH 28

    6 PROCESS SHEET FOR SIDE PLATE 29

    7 PROCESS SHEET FOR L-SHAPE BASE

    PLATE30

    8 EXPERIMENTAL SETUP

    319 DEVICES 33

    10 BILL OF MATERIALS 36

    11 MACHINING COST 37

    12 COST OF PURCHASED PARTS 38

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    LIST OF FIGURES

    FIGURENo.

    Description Page no.

    Figure 1 TIGHTENING MECHANISM 16

    Figure 2 MAIN BLOCK F.V 31

    Figure 3 MAIN BLOCK S.V 32

    Figure 4 MAIN BLOCK T.V 32

    Figure 5/6 DIGITAL TORQUE WRENCH 33/34

    Figure 7 LOAD CELL 34

    Figure 8 DISPLAY 35

    Figure 9/10/11 EXPERIMENTAL PROCEDURE 43/44/45

    ABBREVIATIONS AND

    NOMENCLATURE

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    p = pitch (mm)

    D =major dia. (mm)

    =coeff. of friction

    F=friction force (N)

    N=normal force (N)

    T1=torque reqd. to raise the nut (N-m)

    Dp=pitch dia. (mm) P=clamping force (N)

    T2=torque at thrust collar (N-m)

    T=total torque req. to tighten the bolt (N-m)

    K=torque coeff.

    = angle b/w two threads

    = Lead angle

    Pi = bolt preload

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    CHAPTER 1

    INTRODUCTION

    INTRODUCTION

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    LIMIT LOAD

    Limit load is the maximum expected external load a joint will experience during

    service. Limit load does not include the preload and the positive and negative

    thermal loads (as defined in this section).

    AXIAL LOAD

    An axial load is a load (or component of a load) that is parallel to the bolts

    longitudinal axis. An axial load may be either tensile or compressive.

    YEILD LOAD

    Yield load is limit load multiplied by the yield factor of safety.

    ULTIMATE LOAD

    Ultimate load is limit load multiplied by the ultimate factor ofsafety.

    JOINT SAPERATION LOAD (Psep)

    Joint separation load is the limit load multiplied by the joint separation factor of

    safety. The joint separation load must always be greater than or equal to limit load.

    MAXIMUM PRELOAD (PLDmax)

    The maximum preload is a reasonable estimate of the maximum expected preload

    in a bolted joint at operating conditions. The maximum preload must be calculated

    using one of the procedures

    PROOF LOAD

    The proof load of a nut is the axially applied load the nut must withstand without

    thread stripping or rupture, that of a bolt, screw or stud is the specified load the

    product must withstand without permanent set

    PRELOAD

    The tension created in a fastener when first tightened. Reduces after a period of timedue to embedding and other factors

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    PITCH

    The nominal distance between two adjacent thread roots or crests

    NOMINAL DIAMETER

    The diameter equal to the external diameter of the threads

    MINOR DIAMETER

    This is the diameter of an imaginary cylinder which just touches the roots of an

    external thread, or the crests of an internal thread

    MAJOR DIAMETER

    This is the diameter of an imaginary cylinder parallel with the crests of the thread; in

    other words it is the distance from crest to crest for an external thread, or root to rootfor an internal thread

    LENGTH OF ENGAGEMENT

    The axial distance over which an external thread is in contact with an internal

    thread.

    K FACTOR

    The factor in the torque tightening equation: T=KDF where T is the fastener

    tightening torque in Newton metres, D is the fastener diameter in metres, F is the

    fasteners preload in Newtons and K is a factor whose value is often taken as 0.2.

    The formula gives the approximate tightening torque for standard fasteners used

    under normal conditions.

    GRIP LENGTH

    Total distance between the underside of the nut to the bearing face of the bolt head;

    includes washer, gasket thickness etc

    CLAMPING FORCE

    The compressive force which a fastener exerts on the joint.

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    BOLT

    A bolt is the term used for a threaded fastener, with a head, designed to be used in

    conjunction with a nut

    BREAKAWAY TORQUE

    The torque necessary to put into reverse rotation a bolt that has not been tightened.

    BEARING STRESS

    The surface pressure acting on a joint face directly as a result of the force applied by

    a fastener.

    BREAKLOOSE TORQUE

    The torque required to effect reverse rotation when a pre-stressed threaded assembly

    is loosened.

    PLASTIFICATION

    Process of successive yielding of fibers in the cross section

    of a member as the bending moment is increased beyond the yield moment.

    Its been said that mans invention of nails, rivets, screws, and other basic fasteners

    helped pave the road from the Stone Age to the Space Age. If that is true, then

    fastener loosening has provided quite a few of the speed bumps and pot holes on that

    road.Keeping fasteners tight, particularly threaded fasteners seems like a simple

    task, but the moving nature of the machinery they are used on is what makes them

    so troublesome. How nails and rivets work is fairly well known. But because the

    physics of the threaded fastener is not as well understood, it tends to cause the most

    problems.

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    CHAPTER 2

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    THE PROBLEM

    NEED OF PRETENSION/PRELOAD

    Threaded fasteners can do a good job of holding things together only when they areproperly tightened. The fastener to ensure the proper performance of the joint must

    produce an appropriate tension. To this day a simple, inexpensive, and effective way

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    to determine if a fastener is properly tightened has not been found. Through the

    years, satisfactory ways have been discovered, but they are neither simple nor

    inexpensive. In most situations we rely on less-than-perfect, but adequate traditional

    methods.

    Were most joints not massively over-designed to accommodate inaccuratetightening, simple tightening procedures could prove catastrophic. Designers willspecify more or larger bolts than needed in order to ensure that the joints are

    clamped together with the amount of force required. Fewer or smaller fasteners can

    be used when accurate control of bolt tension or preload is assured during assembly.

    For most applications the over-design of the joint has been far cheaper than

    controlling the assembly process.

    Current trends for most applications, however, no longer favor the use of

    over-design. Increasing demands on cost, strength-to-weight ratios, product safety,

    product performance, and environmental concerns have put pressure on designers,manufacturers and assemblers to do a better job with fewer, lighter parts. This trend

    has lead to the discovery of more options in controlling design preload.

    Whenever we tighten a bolt, a sequence of events takes place. [2] Bickford

    puts it neatly: When we tighten a bolt, (a) we apply torque to the nut, (b) the nut

    turns, (c) the bolt stretches, (d) creating preload. In most cases it is this tension or

    preload that we need to make a fastening. By controlling torque, turn, or stretch, we

    can control the buildup of tension. The closer we approach direct control of tension,

    the more accurate and expensive the method will be. Some options for tension

    controls during assembly are: Torque control, Angle control, Stretch (Yield) control,and Direct Tension control

    Millions of threaded fasteners are used each year to assemble products

    ranging from hand-held electronic devices to cars and trucks to heavy-duty

    earthmovers. As part of their quality control efforts, manufacturers have searchedfor the best way to effectively measure how well the assembly was put together.

    Since some sort of hand or power tool applies torque to the fastener, the easiest and

    most popular means of assembly verification is to measure the torque either

    dynamically during assembly or statically after the fact. Although these methods

    may be useful for many non-critical assemblies, a more complete method is needed

    for auditing critical joints where the clamping force holding the joint together mustbe of a sufficient amount to hold the assembly together. This complete method must

    somehow be able to determine, or at least estimate, the clamp load to ensure that the

    assembly is adequately tightened.

    BOLT TIGHTENING MECHANISM

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    A screw thread is essentially an inclined plane that has been wrapped around

    a cylinder to create a helix. If we unwrapped one revolution of the helix, it would

    look like figure 1.

    Figure 1: A block representing the nut being slide up (i.e. tightened) the

    inclined plane of bolt thread

    The friction force always opposes the motion. The inclination of the plane is called

    the lead angle .

    Summation of Forces in X (Horizontal) and Y (Vertical) directions

    ( ) (1A)sincosNF

    sinNcosNFsinNcosfF0FX

    +=

    ===

    ( )

    (1B)

    sincos

    PN

    PsinNcosNPsinfcosN0FY

    =

    ===

    Combining equation (1A) and (1B)

    ( )( )

    )1C(sincos

    sincosPF

    +=

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    Torque required to raise the nut

    ( )

    ( ))1D(

    sincos

    sincos

    2

    dP

    2

    dFT

    pp

    1

    +==

    It is more convenient to express the above equation in terms of Lead L rather than

    lead angle .

    ( ))1E(

    Ld

    Ld

    2

    dPT

    p

    pp

    1

    +=

    Above expression holds good for square thread, where the normal thread loads are

    parallel to the axis of the screw. In the case of other threads (such as Acme or V) the

    normal thread load is inclined to the axis because of the thread angle 2 and the lead

    angle . Since lead angles are small, this inclination can be neglected and only the

    effect of thread angle is considered. The effect of the angle is to increase the

    frictional force by the wedging action of the threads. Therefore the frictional terms

    in equation (1E) must be divided by cos .

    ( ) )1F(secLdLsecd

    2

    dP

    Tp

    pp

    1

    +

    =

    Above expression accounts for the screw-nut interface of a thread, but it is also

    necessary to add thrust collar (i.e. bolt under head or nut face and joint surface) also

    contributes a friction torque, which must be added.

    (1G)2

    dPT bb2 =

    Total torque required to raise the load or tighten the bolt

    ( )(2)

    2

    dP

    secLd

    Lsecd

    2

    dPTTT bb

    p

    pp

    21 +

    +=+=

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    Since

    pd

    Ltan

    = we divide the numerator and denominator of the first

    term by pd and get

    ( )

    ( )(3)

    2

    dP

    sectan1

    sectan

    2

    dPT bb

    p +

    +=

    Approximating the equation (4) for finding out the torque to develop desired preload

    d1.25

    2

    d)1.5(ddanddd bp =

    +==

    ( )

    ( )

    ( )

    ( )

    +

    +

    +

    +

    b

    i

    bi

    0.625sectan1

    sectan0.5K

    (6)dFKT

    (5)0.625sectan1

    sectan0.5dFT

    K = Torque coefficient

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    rFcos

    rF

    2

    pFT

    rF

    cos

    rF

    2

    pF

    T

    (7))KK(KdFT

    bbbtt

    bi

    bbi

    tti

    i

    321i

    BalanceEnergyforNow

    FrictionheadUnderbydoneWork

    FrictionThreadbydoneWork

    TensionbydoneWork

    TorqebydoneWork

    byNutofRotationaIn

    ++

    =

    =

    =

    =

    =

    ++=

    d

    r

    cosd

    rK

    d2

    pK

    (8)and(7)equationComparing

    bb3

    tt21

    bbtti

    bbtti

    K

    (8)d

    r

    cosd

    r

    d2

    pdFT

    d

    r

    cosd

    r

    d2

    pdFT

    =

    ==

    +

    +

    =

    +

    +

    =

    17

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    CHAPTER 3

    DESIGN AND

    FABRICATION OF

    SETUP

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    INTRODUCTION

    Design consists of application of scientific principles, technical information

    and imagination for development of new or improvised machine or mechanism to

    perform a specific function with maximum economy & efficiency .

    Hence a careful design approach has to be adopted . The total design work ,

    has been split up into two parts;

    System design

    Mechanical Design.

    System design mainly concerns the various physical constraints and ergonomics,

    space requirements, arrangement of various components on main frame at system,

    man + machine interactions, No. of controls, position of controls, workingenvironment of machine, chances of failure, safety measures to be provided,

    servicing aids, ease of maintenance, scope of improvement, weight of machine from

    ground level, total weight of machine and a lot more.

    In mechanical design the components are listed down and stored on the basis of their

    procurement, design in two categories namely,

    Designed Parts

    Parts to be purchased

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    For designed parts detached design is done & distinctions thus obtained are

    compared to next highest dimensions which are readily available in market. This

    amplifies the assembly as well as postproduction servicing work. The various

    tolerances on the works are specified. The process charts are prepared and passedon to the manufacturing stage.

    The parts which are to be purchased directly are selected from various catalogues &

    specified so that any body can purchase the same from the retail shop with given

    specifications.

    SYSTEM DESIGN

    In system design we are mainly concentrated on the following parameters: -

    1. System Selection Based on Physical Constraints

    While selecting any machine it must be checked whether it is going to be used in a

    large-scale industry or a small-scale industry. In our case it is to be used by a small-

    scale industry. So space is a major constrain. The system is to be very compact so

    that it can be adjusted to corner of a room.

    The mechanical design has direct norms with the system design. Hence the

    foremost job is to control the physical parameters, so that the distinctions obtainedafter mechanical design can be well fitted into that.

    2. Arrangement of Various Components

    Keeping into view the space restrictions the components should be laid such that

    their easy removal or servicing is possible. More over every component should beeasily seen none should be hidden. Every possible space is utilized in component

    arrangements.

    3. Components of System

    As already stated the system should be compact enough so that it can beaccommodated at a corner of a room. All the moving parts should be well closed &

    compact. A compact system design gives a high weighted structure which is desired.

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    Man Machine Interaction

    The friendliness of a machine with the operator that is operating is an important

    criteria of design. It is the application of anatomical & psychological principles tosolve problems arising from Man Machine relationship. Following are some ofthe topics included in this section.

    Design of foot lever

    Energy expenditure in foot & hand operation

    Lighting condition of machine.

    2. Chances of Failure

    The losses incurred by owner in case of any failure is an important criteria of design.Factor safety while doing mechanical design is kept high so that there are less

    chances of failure. Moreover periodic maintenance is required to keep unit healthy.

    3. Servicing Facility

    The layout of components should be such that easy servicing is possible. Especially

    those components which require frequents servicing can be easily disassembled.

    Scope of Future Improvement

    Arrangement should be provided to expand the scope of work in future. Such as to

    convert the machine motor operated; the system can be easily configured to requiredone. The die & punch can be changed if required for other shapes of notches etc.

    4. Height of Machine from Ground

    For ease and comfort of operator the height of machine should be properly decided

    so that he may not get tired during operation. The machine should be slightly higher

    than the waist level, also enough clearance should be provided from the ground for

    cleaning purpose.

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    Table 1

    22

    PART NO : W-1

    PART NAME : MAIN BLOCK

    Sr.

    No

    Description of

    Operation

    Tools Time in minutes

    Jigs &

    Fixture

    M/c Cutting

    Tools

    Measuring

    Instrument

    Setting

    Time

    M/c

    Time

    Total

    Time

    1. Clamp stock M/C Vice Milling - - 15 - 15

    2. Facing All Sides

    to 120 X80X70---- ---- Timex Vernier 20 90 110

    3. Slot of 60X20(2 no)

    ---- ---- End mill

    cutter

    Vernier 20 45 65

    4. Slot of 80X40 ---- ---- Endmillcutter

    Vernier 15 35 50

    5. Boring 22

    through 20

    ---- ---- Boring bar Vernier 15 15 30

    6. Step bore of 30

    Through 5

    ---- ---- Boring bar vernier - 10 10

    7. Drilling 8.2

    through 20(7 no)

    m/c vice drilling Drill ---- 10 20 30

    8. Milling of 7X5

    slot

    ---- Milling End mill

    cutter

    Vernier 10 20 30

    9. Milling by 2mm

    on one side for

    tapper

    ---- Milling End mill

    cutter

    Vernier 10 20 30

    MATERIAL SPECIFICATION: EN 24

    RAWMATERIAL SIZE: 120X90X90

    QUANTITY: - 01 NOS.

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    Table 2

    TOTAL TIME TAKEN FOR 4 PLATES = 80

    23

    PART NO : W-2

    PART NAME : TOP PLATE

    Sr.

    No

    Description of

    Operation

    Tools Time in minutes

    Jigs &

    Fixture

    M/c Cutting

    Tools

    Measuring

    Instrument

    Setting

    Time

    M/c

    Time

    Total

    Time

    1)

    Clamp stock M/C Vice Milling - 15 - 15

    2

    )

    Facing all side

    120X60X20

    ---- ---- Timex Vernier 5 50 55

    3

    )

    Drilling 12 though

    20 mm

    m/c vice Drilling drill ---- 5 10

    4

    )

    Drilling 8

    through

    20mm(no.2)

    m/c vice Drilling Drill ---- 5 10

    MATERIAL SPECIFICATION : EN 24

    RAW MATERIAL SIZE: 120X70X25

    QUANTITY :- 04 NO(S).

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    Table 3

    TOTAL TIME TAKEN FOR 2 SIDE PLATES = 75X2=150

    24

    PART NO : W-3

    PART NAME : SIDE PLATE

    Sr.

    No

    Description of

    Operation

    Tools Time in minutes

    Jigs &

    Fixture

    M/c Cutting

    Tools

    Measuring

    Instrument

    Setting

    Time

    M/c

    Time

    Total

    Time

    1 Clamp stock M/C Vice milling - - 15 - 15

    2 Facing all sides

    80 X70 X10

    ---- ---- timex Vernier 30 30

    3 Drilling 8.2

    through 10 mm

    (3 nos)

    m/c vice drilling Twist drill ---- 15 30

    MATERIAL SPECIFICATION : EN 24

    RAW MATERIAL SIZE: 90X90X15QUANTITY :- 02 NO(S).

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    Table 4

    TOTAL TIME TAKEN FOR 2 SIDE PLATES = 68 X 4=27

    25

    PART NO : W-4

    PART NAME : BUSH

    Sr.

    No

    Description of

    Operation

    Tools Time in minutes

    Jigs &Fixture

    M/cTools

    CuttingTools

    MeasuringInstrument

    SettingTime

    M/cTime

    TotalTime

    1 Clamp stock Three jaw

    chuck

    Lathe - - 15 - 15

    2 Facing B/S to total

    length 18

    ---- ---- Facing tool Vernier 5 14 19

    3 Drilling through 20 ---- ---- Centre drill ---- 3 5 8

    4 Clamp stock

    between center

    Center

    support &

    carrier

    ---- - ---- 10 10

    5 Turning OD 30

    mm through out

    length

    ---- ---- Turning tool ---- - 9 9

    6 Step turning 22

    through 15 length

    ---- ---- Turning tool ---- - 7 7

    MATERIAL SPECIFICATION : EN 24

    RAW MATERIAL SIZE: 33X25QUANTITY :- 04 NO(S).

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    TABLE 5

    26

    PART NO : W-5

    PART NAME : CUBIC BUSH

    Sr.

    No

    Description of

    Operation

    Tools Time in minutes

    Jigs &

    Fixture

    M/c Cutting

    Tools

    Measuring

    Instrument

    Setting

    Time

    M/c

    Time

    Total

    Time

    1 Clamp stock M/C Vice milling - - 15 - 15

    2 Milling cube by

    32x32x32

    ---- Milling End cutting

    tool

    Vernier 10 20 30

    3 Drilling 12.5

    through 32mm

    m/c vice drilling Twist drill ---- 15 15 30

    MATERIAL SPECIFICATION : EN 8

    RAW MATERIAL SIZE: 34X34X34QUANTITY :- 01 NO(S).

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    TABLE 6

    27

    PART NO : W-6

    PART NAME : SIDE PLATE

    Sr.

    No

    Description of

    Operation

    Tools Time in minutes

    Jigs &

    Fixture

    M/c Cutting

    Tools

    Measuring

    Instrument

    Setting

    Time

    M/c

    Time

    Total

    Time

    1 Clamp stock M/C Vice milling - - 15 - 15

    2 Facing all sides

    40 X60 X15

    ---- ---- timex Vernier 30 30

    3 Drilling 8, 10,

    12 through 15

    mm

    (3 nos)

    m/c vice drilling Twist drill ---- 15 15 30

    MATERIAL SPECIFICATION : EN 24

    RAW MATERIAL SIZE: 90X90X15

    QUANTITY :- 03 NO(S).

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    TABLE 7

    28

    PART NO : W-7

    PART NAME : L-SHAPE BASE PLATE

    Sr.

    No

    Description of

    Operation

    Tools Time in minutes

    Jigs &

    Fixture

    M/c Cutting

    Tools

    Measuring

    Instrument

    Setting

    Time

    M/c

    Time

    Total

    Time

    1 Clamp stock M/C Vice milling - - 15 - 15

    2 Milling by

    120x150x25

    ---- Milling End cutting

    tool

    Vernier 10 20 30

    3 Milling by

    75x150x25

    ---- Milling End cutting

    tool

    Vernier 15 15 30

    4 Welding 1 and 290 degree edge

    ---- Weldingm/c

    Rod welding ---- 10 10 20

    MATERIAL SPECIFICATION : EN 8

    RAW MATERIAL SIZE: 200x200x30

    RAW MATERIAL SIZE:200x100x30

    QUANTITY :- 02 NO(S).

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    TABLE 8

    FIG 2 - MAIN BLOCK (FRONT VIEW)

    FIG 3 - SIDE VIEW

    FIG 4 TOP VIEW

    TABLE 9

    29

    PART NO : W-8

    PART NAME : EXPERIMANTAL SETUP

    Sr.

    No

    Description of

    Operation

    Tools Time in minutes

    Jigs &

    Fixture

    M/c Cutting

    Tools

    Measuring

    Instrument

    Setting

    Time

    M/c

    Time

    Total

    Time

    1 Welding of w1 and

    w7

    M/C Vice Welding

    m/c

    Rod welding - - 15 15

    QUANTITY :- 01 NO(S).

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    FIG 5 DIGITAL TORQUE WRENCH

    FIG 6 - DIGITAL TORQUE WRENCH

    FIG 7 LOAD CELL

    30

    PART NO : W-9, 10,11

    Sr.

    No

    NAME OF THE

    PART

    DISCRIPTION OF

    PART

    MODEL NO. COMPANY

    1 Digital torque

    wrench

    To measure the

    torque with high

    accuracy

    ------------- ATCO LMT.

    2 Load cell To measure load on

    the cubic bush

    -------------- CONCEPT ELECTRONICS

    3 Display To display reading

    in kilogram

    WSMDPCB CONCEPT ELECTRONICS

    QUANTITY :- 01 NO(S).

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    FIG 8 LOAD CELL DISPLAY

    COST ANALYSIS

    TABLE 10

    BILL OF MATERIALS:-

    Sr no Part code Description Qty. material

    1 W-1 MAIN BLOCK 1 En 24

    2 W-2 TOP PLATE 4 En 24

    3 W-3 SIDE PLATE 2 En 24

    4 W-4 BUSH 4 En 24

    5 W-5 M-8 BOLT&NUT100 mm

    3 STD

    6 W-6 M-10 BOLT&NUT100 mm

    3 STD

    7 W-7 M-12 BOLT&NUT100 mm

    3 STD

    8 W-8 M 14 BOLT&NUT100 mm

    3 STD

    9 W-9 M-8 ALLEN BOLT 4 STD

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    20 mm

    10 W-10 L-SHAPE BASE PLATE 1 STD

    RAW MATERIAL COST

    The total raw material cost as per the individual materials and their

    corresponding rates per kg is as follows,

    Cost per kg = RS 60

    Total weight of raw material = 30 kg

    Total cost of raw material = 30*60

    = 1800

    this includes the cost of cutting as per desired length through automatic

    hack saw

    MACHINING COST

    Table 11

    OPERATION RATE

    (Rs /HR)

    TOTAL TIME

    (HRS)

    TOTAL

    COST (Rs)

    LATHE 95 6 570

    MILLING 110 15 1650

    DRILLING 50 3 150

    TAPPING 10 Rs./hole 40 min 150

    TOTAL 2520

    TOTAL MACHINING COST =2520-200(discount procured)

    =2320

    COST OF PURCHASED PARTS :-

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    TOTAL COST = Raw Material Cost +Machine Cost + Miscellaneous Cost

    + Cost of Purchased Parts +Overheads

    = RS (1800+2320+18826+1000 )

    HENCE, THE TOTAL COST OF EXPERIMENTAL SETUP = RS 23946/-

    CHAPTER 4

    TEST PROCEDUREAND RESULTS

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    ANALYTICAL PROCEDURE TO MEASURE BOLTPRELOAD

    Bolt pretension, also called preload or prestress, comes from the installation

    torque T you apply when you install the bolt. The inclined plane of the bolt

    thread helix converts torque to bolt pretension. Bolt preload is computed as

    follows.

    Pi = T/(K D) (Eq. 1)

    where Pi = bolt preload (called Fi in Shigley).

    T = bolt installation torque.

    K = torque coefficient.

    D = bolt nominal shank diameter (i.e., bolt nominal size).

    Torque coefficient K is a function of thread geometry, thread coefficient of

    friction t, and collar coefficient of friction c. Look up K for your specific

    thread interface and collar (bolt head or nut annulus) interface materials,surface condition, and lubricant (if any). If you cannot find or obtain K from

    credible references or sources for your specific interfaces, then you would

    need to research to try to find the coefficients of friction for your specific

    interfaces, then calculate K yourself using one of the following two formulas

    listed below (Shigley, Mechanical Engineering Design, 5 ed., McGraw-Hill,

    1989, p. 346, Eq. 8-19, and MIL-HDBK-60, 1990, Sect. 100.5.1, p. 26,

    Eq. 100.5.1, respectively), the latter being far simpler.

    K = {[(0.5 dp)(tan + t sec )/(1 t tan sec )] + [0.625 c D]}/D

    (Eq. 2)

    K = {[0.5p/] + [0.5 t (D 0.75p sin )/sin ] + [0.625 c D]}/D

    (Eq. 3)

    where D = bolt nominal shank diameter.

    p = thread pitch (bolt longitudinal distance per thread).

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    = thread profile angle = 60 (for M, MJ, UN, UNR, and UNJ thread

    profiles).

    = thread profile half angle = 60/2 = 30.

    tan = thread helix angle tan =p/(dp).

    dp = bolt pitch diameter.

    t = thread coefficient of friction.

    c = collar coefficient of friction.

    D andp can be obtained from bolt tables such as Standard Metric and USA

    Bolt Shank Dimensions.

    The three terms in Eq. 3 are axial load component (coefficient) of torque

    resistance due to (1) thread helix inclined plane normal force, (2) thread

    helix inclined plane tangential (thread friction) force, and (3) bolt head or nutwasher face friction force, respectively.

    However, whether you look up K in references or calculate it yourself, the

    engineer must understand that using theoretical equations and typical values

    for K and coefficients of friction merely gives a preload estimate.

    Coefficient of friction data in published tables vary widely, are often

    tenuous, and are often not specific to your specific interface combinations

    and lubricants. Such things as unacknowledged surface condition variations

    and ignored dirt in the internal thread can skew the results and produce a

    false indication of preload.

    The engineer and technician must understand that published K values apply

    to perfectly clean interfaces and lubricants (if any). If, for example, the

    threads of a steel, zinc-plated, K = 0.22, "dry" installation fastener were not

    clean, this might cause K to increase to a value of 0.32 or even higher. One

    should also note that published K values are intended to be used when

    applying the torque to the nut. The K values will change in relation to

    fastener length and assembly running torque if the torque is being read from

    the bolt head.

    One should measure the nut or assembly "running" torque with an accurate,

    small-scale torque wrench. ("Running" torque, also called prevailing torque,

    is defined as the torque when all threads are fully engaged, fastener is in

    motion, and washer face has not yet made contact.) The only torque that

    generates bolt preload is the torque you apply above running torque.

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    A few more things to be aware of are as follows. Bolt proof strength Sp is

    the maximum tensile stress the bolt material can withstand without

    encountering permanent deformation. Published bolt yield strengths are

    determined at room temperature. Heat will lower the yield strength (and

    proof strength) of a fastener. Especially in critical situations, you should

    never reuse a fastener unless you are certain the fastener has never been

    yielded.

    BOLT PRELOAD MEASUREMENT

    If a more accurate answer for bolt preload is needed than discussed above,

    the specific combination and lubricant would have to be measuredinstead of

    calculated. Measurement methods are generally involved, time-consuming,and expensive. But perhaps one of the simplest and least expensive

    methods, to test specific combinations and lubricants, is to measure the

    installed fastener with a micrometer, if possible, and compute torque

    coefficient K as follows, per Shigley, op. cit., p. 345, para. 2.

    K = T L/(E A delta D) (Eq. 4)

    where T = bolt installation torque, L = bolt grip length, E = bolt modulus of

    elasticity, A = bolt cross-sectional area, D = bolt nominal shank diameter,

    and delta = measured bolt elongation in units of length.

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    EXPERIMENTAL PROCEDURE

    Apparatus used :

    Digital torque wrench , load cell, display , dial gauge, setup block, adjustable

    spanner , m/c vice, 3 side plate of 15x60x40 with hole dia 8,10,12 and 4 top

    plates of 120x60x20 with hole dia of 8,10,12,14 and bolt size of M6 , M8,

    M10.

    FIG 9

    PROCEDURE: First clamp the FIXTURE on the m/c vice

    Select the side plate fit to the block to constraint the motion of joint

    member

    Then select the appropriate bolt corresponding to the above plate

    Hold the load cell in the cavity

    Then keep the plate on the top side of the load cell and clamp with the

    help of bolt and nut

    FIG 10

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    The bolt is then tightened with the help of digital torque wrench with

    desired amount of torque, which is displayed on it.

    Then with the same angle load is noted from the display attached to

    the load cell

    The stretch can be measured with the help of dial gauge or LVDT.

    Repeat the same procedure for different bolt sizes

    FIG 11

    SAMPLE OBSERVATIONS

    Table 13

    Sr no. Bolt size Torque (N-m) Load (N)

    1 M6 21 20000

    2 M8 29 20000

    3 M10 36 20000

    CHAPTER 9

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    FUTURE SCOPE

    FUTURE SCOPE

    To make sure that bolted joints don't fail, you have to accurately tighten

    them, achieving correct preload.

    When tightening a bolted joint, you must pay attention to the precision of the

    preload. If the tightening method doesn't achieve accurate preload, there's a

    good chance that the bolted joint won't last, as insufficient preload

    commonly causes failure. You can steer clear of this mistakealthough you

    won't be able to avoid a degree of bolt preload scatterby learning about the

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    main methods of tightening bolts and their distinct features and

    characteristics.

    Pretension setup when coupled with load cells, LVDT, Optical angle

    measurement, strain gauge analogue to digital converters and computers canbe very useful in determining the preload required on the bolt more

    efficiently and accurately. Graphs can be plotted in real time and actions can

    be taken to prevent the failure of the bolt

    With the use of computers the interface between the user and the machine

    can be made more user friendly and thus can be useful in detecting the

    problems efficiently and effectively. Thus, in future it can be made more

    useful.

    Different readings can be taken by varying the the types of threads ,length of

    the bolt,length of engagement, size of bolts .

    CHAPTER 10

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    CONCLUSION

    CONCLUSION

    The concept of project was included in our engineering syllabus with the

    view to inculcate within us the application ability of the theoretical concept

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    of design and production engineering to practical problems. Also it helped us

    to work more as a team rather than an individual.

    In completing our project titled DESIGN AND DEVELOPMENT OF

    TEST SETUP FOR MEASURING BOLTED JOINT CLAMPING FORCE

    we learned while clamping using bolts and nuts how much force or torque

    is required at the point of application so that it does not get loosed and also

    the compression and tension which is created at the bush and the bolt

    respectively while tightening the bolt

    REFERANCES

    BOOKS

    An Introduction to Design and Behavior of Bolted Joint

    : JOHN H. BICKFORD

    Engineering Mechanism

    :ERDMAN AND SANDOR

    Machine Design

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    : R. S. KHURMI

    PSG Design Data

    Mechanical Engineering Design

    :JOSEPH SHINGLEY, CHARLES MISCHKE

    WEBSITES

    http:// www.boltscience.com/

    http:// www.wikipedia.com/

    APPENDIX-A

    Load cell

    Load cell

    A load cell is an electronic device (transducer) that is used to convert a force

    into an electrical signal. This conversion is indirect and happens in two

    stages. Through a mechanical arrangement, the force being sensed deforms a

    strain gauge. The strain gauge converts the deformation (strain) to electrical

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    APPENDIX-B

    TORQUE WRENCH

    A torque wrench is a tool used to precisely set the torque of a fastener such

    as a nut or bolt. It is usually in the form of a socket wrench with special

    internal mechanisms. A torque wrench is used where the tightness of screws

    and bolts is crucial. It allows the operator to measure the torque (rotational

    force) applied to the bolt so it can be matched to the specifications. This

    permits proper tension and loading of all parts. A torque wrench indirectly

    measures torque as a proxy for bolt tension. The technique suffers frominaccuracy due to inconsistent or uncalibrated friction between the fastener

    and its mating hole. Measuring bolt tension (bolt stretch) is more accurate

    but often torque is the only practical means of measurement.

    Electronic torque wrenches

    With electronic (indicating) torque wrenches, measurement is by means of a

    strain gauge attached to the torsion rod. The signal generated is converted bythe transducer to the required unit of force (N m, lbf.ft etc.) and shown on

    the digital display. A number of different joints (measurement details or

    limit values) can be stored. These programmed limit values are then

    permanently displayed during the tightening process by means of LEDs or

    the display. At the same time, this generation of torque wrenches can store

    all the measurements made in an internal readings memory. This readings

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    memory can then be easily transferred to a PC via the interface (RS232) or

    printed straight to a printer. A popular application of this kind of torque

    wrench is for in-process documentation or quality assurance purposes.