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by Fred Schenkelberg Leave a Comment

II. A. 3. b. Continuous Distributions

II. Probability and Statistics for Reliability
A. Basic concepts

3. Discrete and continuous probability distributions (Analyze)

Compare and contrast various distributions (binomial, Poisson, exponential, Weibull, normal, log-normal, etc.) and their functions (e.g., cumulative distribution functions (CDFs), probability density functions (PDFs), hazard functions), and relate them to the bathtub curve.

This lesson takes a close look at the continuous distributions commonly used in reliability engineering.

 

  • mp4 II. A. 3. b. Continuous Distributions video Download
  • pdf II. A. 3. b. Continuous Distributions slides Download
  • mp3 II. A. 3. b. Continuous Distributions audio Download

Additional References

Interpolation within Distribution Tables (article)

Reading a Standard Normal Table (article)

The Normal Distribution (article)

Lognormal Distribution (article)

Calculating Lognormal Distribution Parameters (article)

The Exponential Distribution (article)

Using The Exponential Distribution Reliability Function (article)

Weibull Distribution (article)

Calculate Weibull Mean and Variance (article)

Quick Quiz

1-18. Which distribution is used to describe the time between failures that occur independently at a constant rate?

(A) exponential
(B) gamma
(C) lognormal
(D) Weibull

[popup type=”” link_text=”Answer” link_class=”button”] (A) exponential[/popup]

[popup type=”” link_text=”Discussion” link_class=”button”] The give away is the term “constant”. While other distributions can model time between failures at a constant failure rate, the most common and this is the primary characteristic of the exponential distribution. [/popup]


1-22. What is the approximate reliability at the mean time to failure for the exponential model?

(A) 34%
(B) 37%
(B) 50%
(C) 67%

[popup type=”” link_text=”Answer” link_class=”button”] (B) 37% [/popup]

[popup type=”” link_text=”Discussion” link_class=”button”] The reliability function of the exponential distribution is

$$ R\left( t \right)={{e}^{-\frac{t}{\theta }}}$$

Setting t = θ we have

$$ R\left( \theta \right)={{e}^{-\frac{t}{\theta }}}={{e}^{-1}}=0.3679$$ [/popup]


1-27. Consider a Weibull distribution. What is the scale parameter, as a characteristic of time to failure, as a percentile of the distribution?

(A) 31.6
(B) 36.7
(C) 63.2
(D) 63.3

[popup type=”” link_text=”Answer” link_class=”button”] (C) 63.2 [/popup]

[popup type=”” link_text=”Discussion” link_class=”button”] “β is the shape parameter and η is the scale parameter, or characteristic life —it is the life at which 63.2% of the population will have failed.” (Practical Reliability Engineering, 5th ed., p. 38.) [/popup]


1-28. A test shows four failures in 40 hours of operation. If the failure rate is constant, how many failures will the test show in 800 hours of operation?

(A) 4
(B) 8
(C) 80
(D) 160

[popup type=”” link_text=”Answer” link_class=”button”] (C) 80 [/popup]

[popup type=”” link_text=”Discussion” link_class=”button”] The failure rate is constant, and assumed constant over the entire time of operation. Thus the chance to fail in any given hour of operation is 4 / 40 = 0.10. Given the assumption of a constant failure rate, then over 800 hours we would expect 10% of the hours to have a failure, thus 80 failures. This is not a question about the probability of surviving over 800 hours, instead how many failures will occur over 800 hours. We treat each hour as a separate chance of failing, as if we have 800 units running for one hour each. [/popup]


1-29. A trans-African safari is to be made using a special custom-made four-wheeled vehicle equipped with five tires. The probability of failure for each tire on the safari follows a binomial distribution and is estimated to be 0.4. Calculate the probability that the safari can be completed successfully with the five available tires?

(A) 0.1296
(B) 0.2592
(C) 0.3370
(D) 0.4752

[popup type=”” link_text=”Answer” link_class=”button”] (C) 0.3370 [/popup]

[popup type=”” link_text=”Discussion” link_class=”button”] This one may trip you up if you assume only four tires at at risk at a time assuming the spare is installed after the first failure. The question is worded such that there is a 0.4 chance of failure over the duration of the trip for all 5 tires on the specially equipped vehicle. In short the spare has the same chance of failure whether or not it is in use.

Since there are only four working tires on the four-wheeled vehicle if there are two failures we don’t make it (stranded). We can use the Binomial distribution PDF function to solve this by calculating the probability of exactly 0 failure and 1 failure, then sum those probability to get the chance of a successful trip (not stranded). The binomial pdf is

$$ P\left( x,n,p \right)=\left( \begin{array}{l}n\\x\end{array} \right){{p}^{x}}{{\left( 1-p \right)}^{n-x}}$$

where x is exact number of failures of the number, n, of tires, here n=5, and p is the probability of failure, p = 0.4.

First let’s calculate the probability of having none of the five tires fail, x = 0.

$$ P\left( 0,5,0.4 \right)=\left( \begin{array}{l}5\\0\end{array} \right){{0.4}^{0}}{{\left( 1-0.4 \right)}^{5-0}}=0.0778$$

next when there is one of the five tires failing, x = 1

$$ P\left( 1,5,0.4 \right)=\left( \begin{array}{l}5\\1\end{array} \right){{0.4}^{1}}{{\left( 1-0.4 \right)}^{5-1}}=0.2592$$

The sum of the probability of zero or one failed tires is the probability of successfully completing the trip, 0.0778 + 0.2592 = 0.3370 [/popup]


1-30. An earthquake prediction network has been determined to have a mean time to failure of a constant 130 hours. Calculate its reliability at t = 135 hours?

(A) 0.354
(B) 0.368
(C) 0.632
(D) 0.646

[popup type=”” link_text=”Answer” link_class=”button”] (A) 0.354 [/popup]

[popup type=”” link_text=”Discussion” link_class=”button”] The key word here is “constant”, thus we should use the exponential distribution. The exponential distribution reliability function is

$$ R\left( t \right)={{e}^{-\frac{t}{\theta }}}$$

and setting θ = 130 and t = 135, we find the reliability at 135 hours as

$$ R\left( 135 \right)={{e}^{-\frac{135}{130}}}=0.354$$ [/popup]


1-36. Which of the following probability distributions is continuous?

(A) binomial
(B) hypergeometric
(C) Poisson
(D) Weibull

[popup type=”” link_text=”Answer” link_class=”button”] (D) Weibull [/popup]

[popup type=”” link_text=”Discussion” link_class=”button”] This a classification or terminology problem. Binomial, Hypergeometric and Poisson are useful with count data, thus consided discrete distributions. Weibull is useful with time, length, cycles or other continuous datasets thus classified continuous. [/popup]


1-43. If Z is a continuous random variable with a density distribution of 1 ≤ Z ≤ 5, what is the probability that Z = 4.0?

(A) 0.00
(B) 0.20
(C) 0.30
(D) 0.40

[popup type=”” link_text=”Answer” link_class=”button”] (A) 0.00 [/popup]

[popup type=”” link_text=”Discussion” link_class=”button”] This sort of a trick question. For a continuous distribution the chance of any one specific (exact) value existing approaches zero. We use small intervals or less then/greater than statements to say something meaningful about a continuous distribution.

For example, we may be interested in the percentage of males taller than 2 meters based on a sample of 100 people. The chance that someone is exactly, precisely, 2 meters tall is very, very small given there is an infinite set of values between 1.99 meters and 2.01 meters tall on a continuous scale. Of course, we are not able to measure to the absolute precision this implies, thus within our measurement capability, which is a small range (say 1 mm wide) we do have a finite probability of someone being 2 meters tall, within 1 mm. [/popup]

About Fred Schenkelberg

I am the reliability expert at FMS Reliability, a reliability engineering and management consulting firm I founded in 2004. I left Hewlett Packard (HP)’s Reliability Team, where I helped create a culture of reliability across the corporation, to assist other organizations.

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  • CRE Preparation Course
    • Course Introduction
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      • CRE Sample Quiz
      • Terms Glossary
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    • Reliability Management
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    • I. A. Strategic Management
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      • I. A. 1. Benefits of Reliability Engineering
      • I. A. 2. Interrelationship of Safety, Quality, and Reliability
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      • I. A. 4. Product and Process Development
      • I. A. 5. Failure Consequences and Liability Management
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      • I. B. 1. Terminology
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    • II. Probability and Statistics for Reliability
      • Probability and Statistics for Reliability Introduction
    • II. A. Basic Concepts
      • Basic Concepts Introduction
      • II. A. I. Statistical Terms
        • II. A. I. a. Basic Statistical Terms
        • II. A. I. b. Measures of Central Tendency
        • II. A. I. c. Central Limit Theorem
        • II. A. I. d. Measures of Dispersion
        • II. A. 1. e. COV and a Couple of Laws
      • II. A. 2. Basic Probability Concepts
        • II. A. 2. a. Probability
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      • II. A. 3. Discrete and Continuous Probability Distributions
        • II. A. 3. a. The Four Functions
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        • II. A. 3. d. Bathtub Curve
      • II. A. 4. Poisson Process Models
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        • II. A. 4. a. Homogeneous Poisson Process
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        • II. A. 4. c. Non-Homogenous Poisson Process
        • II. A. 4. d. Mann Reverse Arrangement Test
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        • Non-Parametric Statistical Methods Introduction
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        • II. A. 7. a. Control Charts Introduction
        • II. A. 7. b. X-bar and R charts
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        • II. A. 7. e. Attribute Charts
        • II. A. 7. f. The Analysis
        • II. A. 7. g. Process Capability
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        • Statistical Process Control and Process Capability Introduction
      • II. A. Basic Concepts Quiz
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      • II. B. 3. a. Hypothesis Testing – The Process
      • II. B. 3. b. Hypothesis Testing – Means
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      • II. B. Statistical Inference Quiz
    • III. Reliability in Design and Development
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    • III. A. Reliability Design Techniques
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      • III. A. 1. Environmental and Use Factors
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    • III. A. 7. Design of Experiments
      • Design of Experiments Introduction
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      • III. A. 7. b. Differences and Approaches
      • III. A. 7. c. Language of DOE
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      • III. A. 7. e. Steps to Accomplish
      • III. A. 7. f. Dealing with Measurements
      • III. A. 7. g. Interactions and Confounding
      • III. A. 7. h. Adjusting the Design
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      • III. A. Reliability Design Techniques Quiz
    • III. B. Parts and Systems Management
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      • III. B. 1. a. Selection, Standardization, and Reuse – Parts
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      • IV. A. 1. Sources and Uses of Reliability Data
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      • IV. A. 2. c. Reliability Block Diagrams and Models – Redundancy
      • IV. A. 2. d. Reliability Block Diagrams and Models – Complex
      • IV. A. 2. e. Reliability Block Diagrams and Models – Keynote
      • IV. A. 3. Physics of Failure Models
      • IV. A. 4. a. Simulation Techniques – Markov Models
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      • IV. A. 5. Dynamic Reliability
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      • Reliability Predictions Introduction
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      • Maintenance and Testing Analysis Introduction
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      • VI. B. Maintenance and Testing Analysis quiz
    • VII. Data Collection and Use
      • Data Collection and Use Introduction
    • VII. A. Data Collection
      • Data Collection Introduction
      • VII. A. 1. a. Types of Data
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    • VII. B. Data Use
      • Data Use Introduction
      • VII. B. 1. Data Summary and Reporting
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    • VII. C. Failure Analysis and Correction
      • Failure Analysis and Correction Introduction
      • VII. C. 1. Failure Analysis Methods
      • VII. C. 2. Failure Reporting, Analysis, and Corrective Action System
      • Exam Day Bonus
      • VII. C. Failure Analysis and Correction quiz

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