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Chap12 Strain Measurements

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    Strain Measurements

    Engineering calculations are often based on stress. If we want to do

    experiments to confirm our theory, we need to measure the result ofstress rather than stress directly. Stress results in the deformation of

    material, which is called strain. For most engineering materials, there

    is a rather simple relationship between stress and strain.

    a Ea

    a dL

    LL

    2L

    1

    L1

    LL

    1

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    Lateral Strain, Poissons Ratio

    If we stress a rod by pulling on it,and is stretches axially as a result, it

    will also get thinner. This behavior

    is quantified by Poissons ratio:

    lateral strain

    axial strain

    L

    a

    This is a property of the material.

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    General Stress States

    y y

    E

    x

    E

    x x

    E

    y

    E

    x E x y

    1 2

    y

    E y x

    1 2

    These equations relate the 2-D stress field to the

    2-D strain field. I will assume that you alreadyknow this.

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    We measure strain in one or more directions and infer the stress state

    from that. In general, in order to know the 3-D stress state, wewould need 3 components of strain. In some cases (like pure axial

    stress) we may be able to reduce the number of required

    components. I will teach you more about the instrumentation side of

    this topic, and it will be left to you to figure out how to get the stress

    state from the measurements.

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    12.3 Electrical Resistance Strain Gage

    Ruge, 1940s

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    Rosettes

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    Installation

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    The gauge length limits the spatial

    resolution of the sensor.

    Connection to the bridge is made

    at the solder tabs.

    The backing material needs to be

    made of something that can:

    Withstand the temperatures

    encountered

    Transmit strain but electrically

    insulate

    Accept the bonding adhesive

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    12.4 Metallic Gauges

    R LA

    LCD2

    If you have a conductor of resistivity , the resistance across that

    conductor is

    If you strain this conductor axially, its length will increase while its

    cross sectional area will decrease. Taking the total differential ofR,

    dR R

    d

    R

    LdL

    R

    CD2 d CD2

    1CD2

    Ld dL 2L dDD

    dR

    R

    dL

    L 2

    dD

    D

    d

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    Metallic Gauges

    dR /R

    dL /L1 2

    dD/D

    dL /Ld/

    dL /L

    dR

    RdL

    L 2

    dD

    Dd

    a dL

    L

    L dD

    D

    L

    a

    FdR /R

    dL /LdR /R

    a1 2v

    d/

    dL /L

    For most strain gauges, = 0.3. If the resistivity is not a function of

    strain, thenFonly depends on poissons ratio, andF~ 1.6.

    Gage factor

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    dRR dLL 1

    d

    1

    1

    E

    d/

    dL1/L

    dR /R

    dL /L1 2

    1E

    Piezoresistance

    Coefficient

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    Gage Factor

    1

    F

    R

    R

    F dR /RdL /L

    dR /Ra

    1 2v d/dL /L

    FandR are supplied by the

    manufacturer, and we measureR.

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    Example

    A typical strain gauge uses constantan (55% copper, 45% nickel)

    which has a resistivity of 49 X 10-8

    W

    m. The strain gauge must be120W nominally (why?). If the diameter is 0.025 mm, how long

    does it need to be?

    R eL

    AcL = 12 cm

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    12.5 Selection and Installation

    Read on your own

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    12.6 Circuitry for Metallic Strain Gage

    Most commercial strain gages are 120 W, have a gage factor near 2, and

    can measure 1 microstrain (1 part in a million).

    1

    F

    RR

    R 120 2 1E 6 0.00024W

    Clearly, our work is cut out for us in terms of the measurement.

    h i id i i

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    12.8 The Strain Gage Bridge Circuit

    eo

    ei

    R

    1/R

    4

    2

    R1/R

    1

    F

    RR

    eo eiF

    4 2F

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    eo eiF

    4 2F

    If we assume some typical values for the excitation voltage (8V) and the

    gage factor (2), then we can see that the second term in the denominator

    is not significant:

    eo 16

    4 4

    eo eiF

    4

    so

    id i h d i

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    12.8.1 Bridges with 2 and 4 strain gages

    The bending strain on the top gage is equal

    and opposite of the one on the bottom.

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    eo eiR

    2

    R1

    R2

    R

    4

    R3

    R4

    makeR2 =R4 =R

    eo eiR

    R1

    R

    R

    R3

    R

    eo eiR

    R1

    1R

    R3

    1

    eo

    ei R

    1

    R1

    1

    R3

    M l i l G B id

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    Multiple Gauge BridgeMost strain gauge measurement systems allow us to make 1, 2, 3 or all 4

    legs of the bridge strain gauges. There are many reasons to do this that

    we will talk about now.

    Going back to our fundamental bridge equations from chapter 6,

    Eo EiR

    1

    R1

    R2

    R

    3

    R3

    R4

    Say that unstrained, all of these have the

    same value. If they are then strained,

    the resultant change isEo

    is

    dEo Eo

    Rii1

    4

    dRi

    Eo

    M l i l G

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    Multiple GaugesMake the following assumptions:

    All gauges have the same nominal resistance (generally true)All gauges have matched gauge factors (must be purchased as set)

    Then:

    EoEi

    F

    4

    1

    2

    4

    3 Eo

    A S i d C i

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    Apparent Strain and Compensation

    Things like temperature can change the resistance of a gauge and our

    system may interpret this as strain. Sometimes our gauge may be

    subject to strains other than the one we are interested in.

    Compensation is removing these effects by using multiple gauges. As

    an example, say you have a beam under axial stress and a bending

    moment, and you are interested in the axial stress only:

    x 12My /bh3 FN /bhThe two gauges see the

    same axial strain but

    opposite bending

    strains eo

    ei F

    41 4

    1

    a1 b14

    a4 b4e

    oei

    F

    2a

    T t C ti

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    Temperature CompensationThe resistance of a strain gauge changes with temperature. In addition,

    changing its temperature may cause strain in the gauge making it even

    more sensitive to temperature.

    C ti

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    Compensation

    12 8 2 B id C t t

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    12.8.2 Bridge Constant

    kA

    B

    k= the bridge constant

    A = the actual bridge output

    B = the output you would get with a single gage.

    12 8 3 L d i E

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    12.8.3 Lead-wire Error

    Since we are looking at very small changes in resistance, the lead wires

    can create significant errors. We handle this the same way we discussedfor RTDs.

    We have wire especially made for strain gagemeasurements which has three conductors

    12 10 T t C ti

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    12.10 Temperature Compensation

    R1

    R2

    R

    3

    R4

    R1

    RtR

    2 Rt

    R

    3

    R4

    If the temperature of the

    specimen changes, then

    both gages will change their

    resistance similarly

    12 11 C lib ti

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    12.11 Calibration

    R RgRs

    Rg Rs Rg

    Rg2

    Rg Rs

    1

    F

    Rg

    Rg

    e 1

    F

    Rg

    Rg Rs

    12 16 1

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    12.16.1

    Multiple gages in series

    12 17 1 C S iti it

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    12.17.1 Cross Sensitivity

    eL

    Kt L /a po

    1poKt100

    Semicond ctor Strain Ga ges

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    Semiconductor Strain Gauges

    The gauges we have been talking about are made of metal. We can

    also make them out of semiconductors, which is how the strain

    gauges in our pressure sensors are made. These are dominated by the

    piezoresistive component of the change in resistance and have

    several advantages and disadvantages:

    Pros:

    Very high gauge factors (up to 200)

    Higher resistance

    Longer fatigue life

    Lower Hysteresis

    Smaller

    High frequency response

    Cons:

    Temperature sensitivity

    Nonlinear output

    More limited on maximum strain

    Mostly used for construction of

    transducers

    Hysteresis of Strain Gauges

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    Hysteresis of Strain Gauges


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