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MSD

UNIT 2

 STATISTICAL CONSIDERATION IN DESIGN


Statistics is useful in making certain valid conclusions from a set of data out of an experiment or analysis of physical sets. A Few techniques are used for getting data, processing data, analysing data and interpreting it. Decisions are taken based on statistical analysis.

Practically it is difficult to exactly produce components having identical geometric configuration and having functional properties. There are certain variations which occur due to

  • Variation in materials
  • Variation in procedure used during manufacturing and workmanship

  • Population
  • Population is dened as a collection of all elements we are studying and about which we are trying to draw conclusions.

       Eg: Diameters of 10 pins

    D(mm)

    25.125

    25.129

    25.122

    25.128

    25.126

    25.124

    25.120

    25.121

    25.123

    25.122

     

  • Sample
  • A sample is dened as a collection of some, but not all, of the elements of the population.

       Eg:

    Diameters of 5 pins out of 1000 pins

    25.129

    25.126

    25.123

    25.124

    25.122

    Random variables are of two types:

             Discrete (having unique value)

             Continuous (having variation)


    It is defined as a systematic and organised display of data that shows the number of observation falling into various classes                 

  • Class: Range of pin Diameters of each interval is called class.
  • Eg: 25.126 – 25.130

  • Class frequency: Number of observation to a particular class interval is called class frequency.
  • Eg: 21 for interval (25.126 – 25.130)

  • Class width/size : Difference between upper limit and lower limit of class interval is called class width
  • Eg: 25.130-25.126 = 0.004 mm

    Representation of Frequency Distribution

    Frequency distribution can be represented by 2 methods

  •  Histogram
  • Frequency polygon
  •       Histogram is a set of rectangles, base of which is in proportion to the class width and the height in proportion to the class frequency

          Frequency polygon is a graph consisting of lines of class frequency plotted against class marks (mid-point) of class intervals.


          Central tendency - There is always a central tendency, where most of the observations cluster. Central tendency is the middle point of distribution. It is sometimes, referred as the ‘measure of location’. The central location of curve-2 lies to the right of those of curve-1 and curve-3. It is also observed that the central location of curve-1 is equal to that of curve-3.

     

  • Variation/Dispersion - There are certain observations that tend to spread about an average value called variation’ ordispersion’ of a population. Dispersion is dened as the spread of the data in a distribution, that is, the extent to which the observations are scattered. The curve-1 has a wider spread or dispersion than curve-2. The central tendency and dispersion are the two important characteristics of frequency distribution.
  • Skewed - In skewed curves, the values in frequency distribution are concentrated at either the low end or the high end of the measuring scale on the horizontal axis. The values are not equally distributed. Curve-1 is skewed to the right because it tails off toward the high end of the scale. It is also called a positively skewed curve. Curve-2 is skewed to the left because it tails off toward the low end of the scale. It is called a negatively skewed curve. The Weibull distribution used in reliability analysis of rolling contact bearing is an example of a skewed curve.
  •  

  • Kurtosis - Kurtosis is the measure of sharp peaks. In Fig. 24.6, curves 1 and 2 differ in the shape of their peaks. Curve-2 has a sharper peak than curve-1. They have the same central tendency and both are symmetrical. However, they have different degrees of kurtosis

  • There are different measures of central tendency, such as the mean, the median or the mode. The most popular unit to measure the central tendency is the arithmetic mean denoted by the letter µ. Suppose the population consists of N observations X1, X2,…, XN.

    The mean is given by

     
     

     

    If observations X1, X2, …, Xk occur f1, f2, …, fk times respectively (i.e., occur with frequencies f1, f2, …, fk), the arithmetic mean is given by

     

     

    Since, Sfi = N = total number of observations, the mean is given by

     

    The median is the middle item/value, used for qualitative phenomena, and it is given by

    item

     

    L – Lower limit, CfCumulative frequency, f –class frequency, i – Class width

     

    The mode is the value of the variety which occurs most frequently in a set of observations, and it is given by

    z – Mode

    l – Lower limit

    h – Width

    f1 – Frequency of class

    f0 – Frequency preceding

    f2 – Frequency succeeding

     

     


    The dispersion is measured in number of units like the range, the mean deviation or the standard deviation.

     

    Range is the difference between higher and lower value

       Range = (ln –lw)

    Mean deviation

       
     

    The most popular unit for dispersion is the the standard deviation denoted by letter .  The standard deviation is dened as the root mean square deviation from the mean.

     

     

     

    When observations X1, X2, …, Xk occur at frequencies f1, f2, …, fk the standard deviation is given by

     Squaring both sides

        

     


     

     

    Using   

     

     

         

          

     

      From above equation,

      

     

     

     

    A better estimate of can be obtained by replacing N by (N- 1) in the denominator of the above equation

    For values of N > 30, there is little difference between for denominator (N-1) instead of N

     

     whereis standard deviation

     

     


    In statistical analysis, the most popular probability distribution curve is the normal curve. The distribution is called normal or Gaussian. The equation of the normal curve in terms of the standard variable Z is given by

    An important characteristic of the normal curve is  that  the  total  area  below  the  curve  from  Z = -∞   to   Z = +∞ is one or unity. The areas  included between different values of Z are as follows:

     

    Percentage of total area

    Z = –1 to Z = +1

    68.27%

    Z = –2 to Z = +2

    95.45%

    Z = –3 to Z = +3

    99.73%

    In many design problems, it is required to nd out the area below the normal curve from Z = 0 to  a particular value of Z as shown by the shaded area in the figure. The values of this area are given in Table.

    Areas under normal curve from 0 to Z

    Z

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    0.0

    .0000

    .0040

    .0080

    .0120

    .0160

    .0199

    .0239

    .0279

    .0319

    .0359

    0.1

    .0398

    .0438

    .0478

    .0517

    .0557

    .0596

    .0636

    .0675

    .0714

    .0754

    0.2

    .0793

    .0832

    .0871

    .0910

    .0948

    .0987

    .1026

    .1064

    .1103

    .1141

    0.3

    .1179

    .1217

    .1255

    .1293

    .1331

    .1368

    .1406

    .1443

    .1480

    .1517

    0.4

    .1554

    .1591

    .1628

    .1664

    .1700

    .1736

    .1772

    .1808

    .1844

    .1879

    0.5

    .1915

    .1950

    .1985

    .2019

    .2054

    .2088

    .2123

    .2157

    .2190

    .2224

    0.6

    .2258

    .2291

    .2324

    .2357

    .2389

    .2422

    .2454

    .2486

    .2518

    .2549

    0.7

    .2580

    .2612

    .2642

    .2673

    .2704

    .2734

    .2764

    .2794

    .2823

    .2852

    0.8

    .2881

    .2910

    .2939

    .2967

    .2996

    .3023

    .3051

    .3078

    .3106

    .3133

    0.9

    .3159

    .3186

    .3212

    .3238

    .3264

    .3289

    .3315

    .3340

    .3365

    .3389

    1.0

    .3413

    .3438

    .3461

    .3485

    .3508

    .3531

    .3554

    .3577

    .3599

    .3621

    1.1

    .3643

    .3665

    .3686

    .3708

    .3729

    .3749

    .3770

    .3790

    .3810

    .3830

    1.2

    .3849

    .3869

    .3888

    .3907

    .3925

    .3944

    .3962

    .3980

    .3997

    .4015

    1.3

    .4032

    .4049

    .4066

    .4082

    .4099

    .4115

    .4131

    .4147

    .4162

    .4177

    1.4

    .4192

    .4207

    .4222

    .4236

    .4251

    .4265

    .4279

    .4292

    .4306

    .4319

    1.5

    .4332

    .4345

    .4357

    .4370

    .4382

    .4394

    .4406

    .4418

    .4429

    .4441

    1.6

    .4452

    .4463

    .4474

    .4484

    .4495

    .4505

    .4515

    .4525

    .4535

    .4545

    1.7

    .4554

    .4564

    .4573

    .4582

    .4591

    .4599

    .4608

    .4616

    .4625

    .4633

    1.8

    .4641

    .4649

    .4656

    .4664

    .4671

    .4678

    .4686

    .4693

    .4699

    .4706

    1.9

    .4713

    .4719

    .4726

    .4732

    .4738

    .4744

    .4750

    .4756

    .4761

    .4767

    2.0

    .4772

    .4778

    .4783

    .4788

    .4793

    .4798

    .4803

    .4808

    .4812

    .4817

    2.1

    .4821

    .4826

    .4830

    .4834

    .4838

    .4842

    .4846

    .4850

    .4854

    .4857

    2.2

    .4861

    .4864

    .4868

    .4871

    .4875

    .4878

    .4881

    .4884

    .4887

    .4890

    2.3

    .4893

    .4896

    .4898

    .4901

    .4904

    .4906

    .4909

    .4911

    .4913

    .4916

    2.4

    .4918

    .4920

    .4922

    .4925

    .4927

    .4929

    .4931

    .4932

    .4934

    .4936

    2.5

    .4938

    .4940

    .4941

    .4943

    .4945

    .4946

    .4948

    .4949

    .4951

    .4952

    2.6

    .4953

    .4955

    .4956

    .4957

    .4959

    .4960

    .4961

    .4962

    .4963

    .4964

    2.7

    .4965

    .4966

    .4967

    .4968

    .4969

    .4970

    .4971

    .4972

    .4973

    .4974

    2.8

    .4974

    .4975

    .4976

    .4977

    .4977

    .4978

    .4979

    .4979

    .4980

    .4981

    2.9

    .4981

    .4982

    .4982

    .4983

    .4984

    .4984

    .4985

    .4985

    .4986

    .4986

    3.0

    .4987

    .4987

    .4987

    .4988

    .4988

    .4989

    .4989

    .4989

    .4990

    .4990

    3.1

    .4990

    .4991

    .4991

    .4991

    .4992

    .4992

    .4992

    .4992

    .4993

    .4993

    3.2

    .4993

    .4993

    .4994

    .4994

    .4994

    .4994

    .4994

    .4995

    .4995

    .4995

    3.3

    .4995

    .4995

    .4995

    .4996

    .4996

    .4996

    .4996

    .4996

    .4996

    .4997

    3.4

    .4997

    .4997

    .4997

    .4997

    .4997

    .4997

    .4997

    .4997

    .4997

    .4998

    3.5

    .4998

    .4998

    .4998

    .4998

    .4998

    .4998

    .4998

    .4998

    .4998

    .4998

    3.6

    .4998

    .4998

    .4999

    .4999

    .4999

    .4999

    .4999

    .4999

    .4999

    .4999

    3.7

    .4999

    .4999

    .4999

    .4999

    .4999

    .4999

    .4999

    .4999

    .4999

    .4999

    3.8

    .4999

    .4999

    .4999

    .4999

    .4999

    .4999

    .4999

    .4999

    .4999

    .4999

    3.9

    .5000

    .5000

    .5000

    .5000

    .5000

    .5000

    .5000

    .5000

    .5000

    .5000

     

     

     


    In engineering design problems consisting of two or more populations, it is required to combine these population in certain manner to get a total or effective population.

    Eg. Consider population

        A – A population of inner diameter of bearing

        B – The population of outer diameter of shaft

        C – Subtraction of A & B(clearance population)

     Both A & B are random variables.

    Condition :

  • For the system to be interchangeable a shaft should match any bearing that is selected randomly
  • They are assembled such that there exist a proper clearance fit between the bearing and the shaft.
  •  

    Consider two population as state above, R is the resultant of these two

       µA – Mean of population ‘A’

       µB – Mean of population ‘B’

       µR Resultant population

       - Standard Deviation of the population ‘A’

       - Standard Deviation of the population ‘B’

       - Standar deviation of the resultant population ‘R’

       CA- Coefficient of variation ‘A’

       CB- Coefficient of variation ‘B’

     

          Addition of A and B

    Mean :       µR = µA + µB

     

    Standard deviation :  

     

          Subtraction of A and B

    Mean :       µR = µA - µB

     

    Standard deviation :  

     

          Multiplication of A and B :

    µR = µA . µB

     

          Division of A and B :

    µR = µAB

     

     


    The variations in the dimensions of a component occur due to two reasons—rst, because of a large number of chances causes and, second, due    to assignable causes. The variations due to chance causes occur at random. They are the characteristics of the manufacturing method and measurement technique. The variations due to assignable causes can be located and corrected. When they are corrected, the system is said to be under ‘statistical control’.

     

    In a statistically controlled system, the dimensions of the component are normally distributed with a particular value of standard deviation. The natural  tolerance  is  dened  as the actual capabilities of the process, and can be considered as limits within which all but a given allowable fraction of items will fall.  In general, the natural tolerance of a process is the spread of the normal curve that includes 99.73% of the total population. Referring  to  the  normal  curve,  the values of the standard variables Z1 and Z2 corresponding to this population are –3 and +3.

     

       X = m + Z

    Therefore,  X1 = m + 3() and X 2  = m - 3()

    Therefore, the natural tolerances are 3 ( ).

    On the contrary, the design tolerances are specication limits, set somewhat arbitrarily  by  the designer from considerations of the proper matching of the two components and functioning  of the assembly. The design tolerances can be achieved only when the manufacturing process is so selected that the natural tolerances are within  the design tolerances. The percentage of rejected components depends upon the relationship between these two tolerances. Based on this relationship, the following observations are made:

            When  the  design  tolerance  is  less  than  ( 3 ), the percentage of rejected components is inevitable.

            When the design tolerance is equal to (3 ), there is virtually no rejection provided that the manufacturing process is centered.  For an off-center process, some components are rejected.

            When the design tolerance is slightly greater than (3 ), there is no rejection even if the manufacturing process is slightly off-center.

     

    It is necessary for the designer to select a manufacturing process for a component in such a way that the natural tolerance of the process is slightly less than design tolerance. The design tolerance should be about ( 4 ).

     


  • A system or a product is said to be reliable if it functions satisfactorily an object for which it is designed throughout its life.
  • Reliability is the ability of any item to perform a required function under stated condition for a stated period of time.
  • Reliability can also be expressed quantitatively as 09 or 90%
  • Reliability is also defined as the probability that a product will perform the required function under stated conditions for a stated period of time.
  •       Elements of Reliability :

  • Probability
  • Intended function
  • Period
  • Operating conditions
  •  

          Relation between Reliability and quality :

  • These are closely related
  • Reliability can be described as quality maintained during the useful life of a product
  • Reliability can be quality over a period of time
  • Sometimes quality can be considerd as the state of reliability of the beginning of operation or at zero time
  •  

     

     

          Factor of safety

    A factor of safety mainly focus on the following points in the design of a products:

  • Factor of safety is used to ensure against uncertainty in magnitude of external loads acting on the component.
  • FOS is used to ensure variations in the properties of material in terms of ultimate tensile strength or yield strength.
  • FOS is used to ensure variations in the dimensions of a component due to improper workmanship.
  • Therefore FOS does not address reliability; sometimes probabilistic approach is used to design a component for a given magnitude of reliability.

     

     

     

     

     

     

     

     

     

    Reference books:

  • Mechanical System Design – R R Ghorpade & S B Sollpur
  • Design of Machine Elements – V B Bhandari
  •  


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