ME 3901 Engineering Experimentation

Mechanical Engineering Department

Worcester Polytechnic Institute

Stress and Strain:

Measurement and Analysis


·         1D Stress Analysis

·         2D Stress Analysis

·         How to Measure Strain

·         Strain Gage Resistance Differentiation

·         Commercial Strain Gage

·         Whetstone Bridge Analysis

·         Voltage Divider

·         Whetstone Bridge-Continued


All machines or structural members deform, to some extent, when subjected to external loads or forces.

For Axial loading:

where        

                       = Axial Strain  (Len/Len)

                   L1      = Initial (Linear Dimension)

                   L2      = Final (Strained) Linear

                                      Dimension

                  


Frequently, one uses the term micro-strain or m-strain since the actual L is very small

A Stress – Strain relationship for a simple uniaxial load or outer fiber in a beam in bending can be expressed as:

                                                     or        

where                                                                                                              

E    = Young’s Modulus                                               = Uniaxial Stress

*  = Strain in direction of Stress

and Poisson’s Ratio is defined as:

       =      Poisson’s Ratio                                                   =     Lateral Strain


Consider a small differential element (x1 = y1 = z1 = dx and dv = dx3) subject to

        Orthogonal Stresses sx and sy

Initially, only sx is applied

       

 


Now apply a stress in the Y direction:


The net strains are:

  and 

which can be rearranged to:


If one applied a stress in the Z direction using the same sequential application:

  How to measure strain?

Photoelastic Coatings             Great for concentration

Brittle Coatings                                      points

 

Grid Methods                  Requires appreciable

          deformation under loads


Extensometer (mechanical and optical)

Moire’ (“More Ray”) technique (wavy fringe patterns)

    Used for whole-field displacements

Electric – Resistance Strain Gages

-        Most widely used method

-        Electrical resistance changes with mechanical deformation

A strain measurement must be made over a finite length.  (base length).

Deformation Sensitivity – minimum deformation detectable with a gage.

Strain Sensitivity – deformation sensitivity / base length

Resistance of Conductor

               where       r = resistivity of material

Differentiating                        

(Simple Product Rule)               

                                           

                                           


If sample is cylindrical and axial strain only is applied:

   

   

   

Recall:

   

(Poisson’s Ratio  )

   

   

Define:            in Local Vicinity

Then

   

If the quantity   then                          F = 1 + 2n

                                                                           = 1 + 2(0.3)

                                                                           = 1.6           

BUT   However, it IS constant over the range of interest.

Therefore, manufacturers specify the value of F (They experimentally measure F)

Frequently, F ~ 2 (for metal strain gages)

    For some silicon based materials F ~ 100

The Manufacturers also specify the strain gage resistance, R

Then, the local strain can be determined via:

   

Since F and R are given,

Measure and then calculate e

Consider:

        F  =  2      and          R = 120 W

Most commercial strain units can detect a strain

of 1 m-strain

What  causes this level of strain?

   

   

An ohm meter will have trouble detecting this change!

    R  =  120.00024

 National Instruments has additional material for strain gage configurations

Signal Conditioning is Required.


Whetstone Bridge Circuit

 
 


most commonly used.  It is a purely resistive bridge.  It provides a means for accurately measuring resistance and for detecting small changes in resistance.

where the meter is a voltmeter – negligible current flow


The bridge is really a pair of voltage divider circuits

D – A – B        and          D – C – B

Voltage read across A and C midpoints

Consider the situation where the Bridge is balanced

(and Ig = 0)

V = I R

I1 = I2      since        Ig = 0

I4 = I3

Also with Vg = 0

I1 R1 = I4 R4                   and

I3 R3 = I2 R2

But with I1 = I2           Then   I2 R1 = I4 R4

and I4 = I3                      I2 R2 = I4 R3

or    

Therefore, Resistance Ratio of any 2 adjacent arms must equal the Resistance ratio of the other 2 arms when taken in the same sense (i.e. L/R or T/B)

Consider a Voltage Divider

 
 

Know      Vi = I (R1+R2)

Voltmeter (Vo) draws no current

Then Vo = I R1

But I = Vi /(R1+R2)

And                 Vo = Vi R1/(R1+R2)         Voltage Divider

Now return to the Whetstone Bridge

Vo = Vmeter = VcVa

   

   

   

let R4 change by a small amount, say (4)

   

    Vo is Zero initially.

Reduce ( assuming R4 = R3)  then  R1 = R2

                          

if   << 1 then  2() << 4

and

                                 


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