Chapter 3: Failure Preventionportal.unimap.edu.my/portal/page/portal30/Lecture...
Transcript of Chapter 3: Failure Preventionportal.unimap.edu.my/portal/page/portal30/Lecture...
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Chapter 3:
Failure Prevention
IR. DR. KHAIRUL SALLEH BASARUDDIN
School of Mechatronic Engineering
Universiti Malaysia Perlis
Email : [email protected]
http://khairulsalleh.unimap.edu.my/
ENT 345 MECHANICAL COMPONENT DESIGN
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Chapter Outline
Shigley’s Mechanical Engineering Design
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Failure Examples
Failure of truck driveshaft spline due to corrosion fatigue
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Fig. 5–1
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Failure Examples
Impact failure of a lawn-mower blade driver hub.
The blade impacted a surveying pipe marker.
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Fig. 5–2
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Failure Examples
Failure of an overhead-pulley retaining bolt on a weightlifting
machine.
A manufacturing error caused a gap that forced the bolt to take
the entire moment load.
Shigley’s Mechanical Engineering Design
Fig. 5–3
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Failure Examples
Chain test fixture that failed in one cycle.
To alleviate complaints of excessive wear, the manufacturer decided to
case-harden the material
(a) Two halves showing brittle fracture initiated by stress concentration
(b) Enlarged view showing cracks induced by stress concentration at
the support-pin holesShigley’s Mechanical Engineering Design
Fig. 5–4
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Failure Examples
Valve-spring failure caused by spring surge in an oversped
engine.
The fractures exhibit the classic 45 degree shear failure
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Fig. 5–5
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Static Strength
Usually necessary to design using published strength values
Experimental test data is better, but generally only warranted
for large quantities or when failure is very costly (in time,
expense, or life)
Methods are needed to safely and efficiently use published
strength values for a variety of situations
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Stress Concentration
Localized increase of stress near discontinuities
Kt is Theoretical (Geometric) Stress Concentration Factor
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Theoretical Stress Concentration Factor
Graphs available for
standard configurations
See Appendix A–15 and
A–16 for common
examples
Many more in Peterson’s
Stress-Concentration
Factors
Note the trend for higher
Kt at sharper discontinuity
radius, and at greater
disruption
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Fig. A–15–1
Fig. A–15–9
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Stress Concentration for Static and Ductile Conditions
With static loads and ductile materials
◦ Highest stressed fibers yield (cold work)
◦ Load is shared with next fibers
◦ Cold working is localized
◦ Overall part does not see damage unless ultimate strength is
exceeded
◦ Stress concentration effect is commonly ignored for static
loads on ductile materials
Stress concentration must be included for dynamic loading (See
Ch. 6)
Stress concentration must be included for brittle materials, since
localized yielding may reach brittle failure rather than cold-
working and sharing the load.
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Need for Static Failure Theories
Uniaxial stress element (e.g. tension test)
Multi-axial stress element
◦ One strength, multiple stresses
◦ How to compare stress state to single strength?
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Strength Sn
Stress
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Need for Static Failure Theories
Failure theories propose appropriate means of comparing multi-
axial stress states to single strength
Usually based on some hypothesis of what aspect of the stress
state is critical
Some failure theories have gained recognition of usefulness for
various situations
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Maximum Normal (Principal) Stress Theory
Theory: Yielding begins when the maximum principal stress in
a stress element exceeds the yield strength.
For any stress element, use Mohr’s circle to find the principal
stresses.
Compare the largest principal stress to the yield strength.
Often the first theory to be proposed by engineering students.
Is it a good theory?
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Maximum Normal (Principal) Stress Theory
Experimental data
shows the theory is
unsafe in the 4th
quadrant.
This theory is not safe
to use for ductile
materials.
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Maximum Shear Stress Theory (MSS)
Theory: Yielding begins when the maximum shear stress in a
stress element exceeds the maximum shear stress in a tension
test specimen of the same material when that specimen begins to
yield.
For a tension test specimen, the maximum shear stress is 1 /2.
At yielding, when 1 = Sy, the maximum shear stress is Sy /2 .
Could restate the theory as follows:
◦ Theory: Yielding begins when the maximum shear stress in a
stress element exceeds Sy/2.
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Maximum Shear Stress Theory (MSS)
For any stress element, use Mohr’s circle to find the maximum
shear stress. Compare the maximum shear stress to Sy/2.
Ordering the principal stresses such that 1 ≥ 2 ≥ 3,
Incorporating a factor of safety n
Or solving for factor of safety
Shigley’s Mechanical Engineering Design
max
/ 2ySn
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Maximum Shear Stress Theory (MSS)
To compare to experimental data, express max in terms of
principal stresses and plot.
To simplify, consider a plane stress state
Let A and B represent the two non-zero principal stresses, then
order them with the zero principal stress such that 1 ≥ 2 ≥ 3
Assuming A ≥ B there are three cases to consider
◦ Case 1: A ≥ B ≥ 0
◦ Case 2: A ≥ 0 ≥ B
◦ Case 3: 0 ≥ A ≥ B
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Maximum Shear Stress Theory (MSS)
Case 1: A ≥ B ≥ 0
◦ For this case, 1 = A and 3 = 0
◦ Eq. (5–1) reduces to A ≥ Sy
Case 2: A ≥ 0 ≥ B
◦ For this case, 1 = A and 3 = B
◦ Eq. (5–1) reduces to A − B ≥ Sy
Case 3: 0 ≥ A ≥ B
◦ For this case, 1 = 0 and 3 = B
◦ Eq. (5–1) reduces to B ≤ −Sy
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Maximum Shear Stress Theory (MSS)
Plot three cases on
principal stress axes
Case 1: A ≥ B ≥ 0
◦ A ≥ Sy
Case 2: A ≥ 0 ≥ B
◦ A − B ≥ Sy
Case 3: 0 ≥ A ≥ B
◦ B ≤ −Sy
Other lines are
symmetric cases
Inside envelope is
predicted safe zone
Shigley’s Mechanical Engineering Design
Fig. 5–7
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Maximum Shear Stress Theory (MSS)
Comparison to
experimental data
Conservative in all
quadrants
Commonly used for
design situations
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Distortion Energy (DE) Failure Theory
Also known as:
◦ Octahedral Shear Stress
◦ Shear Energy
◦ Von Mises
◦ Von Mises – Hencky
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Distortion Energy (DE) Failure Theory
Originated from observation that ductile materials stressed
hydrostatically (equal principal stresses) exhibited yield
strengths greatly in excess of expected values.
Theorizes that if strain energy is divided into hydrostatic
volume changing energy and angular distortion energy, the
yielding is primarily affected by the distortion energy.
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Fig. 5–8
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Distortion Energy (DE) Failure Theory
Theory: Yielding occurs when the distortion strain energy per
unit volume reaches the distortion strain energy per unit volume
for yield in simple tension or compression of the same material.
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Fig. 5–8
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Deriving the Distortion Energy
Hydrostatic stress is average of principal stresses
Strain energy per unit volume,
Substituting Eq. (3–19) for principal strains into strain energy
equation,
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Deriving the Distortion Energy
Strain energy for producing only volume change is obtained by
substituting av for 1, 2, and 3
Substituting av from Eq. (a),
Obtain distortion energy by subtracting volume changing
energy, Eq. (5–7), from total strain energy, Eq. (b)
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Deriving the Distortion Energy
Tension test specimen at yield has 1 = Sy and 2 = 3 =0
Applying to Eq. (5–8), distortion energy for tension test
specimen is
DE theory predicts failure when distortion energy, Eq. (5–8),
exceeds distortion energy of tension test specimen, Eq. (5–9)
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Von Mises Stress
Left hand side is defined as von Mises stress
For plane stress, simplifies to
In terms of xyz components, in three dimensions
In terms of xyz components, for plane stress
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Distortion Energy Theory With Von Mises Stress
Von Mises Stress can be thought of as a single, equivalent, or
effective stress for the entire general state of stress in a stress
element.
Distortion Energy failure theory simply compares von Mises
stress to yield strength.
Introducing a design factor,
Expressing as factor of safety,
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ySn
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Failure Theory in Terms of von Mises Stress
Equation is identical to Eq. (5–10) from Distortion Energy
approach
Identical conclusion for:
◦ Distortion Energy
◦ Octahedral Shear Stress
◦ Shear Energy
◦ Von Mises
◦ Von Mises – Hencky
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ySn
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DE Theory Compared to Experimental Data
Plot von Mises stress on
principal stress axes to
compare to experimental
data (and to other failure
theories)
DE curve is typical of data
Note that typical equates to
a 50% reliability from a
design perspective
Commonly used for
analysis situations
MSS theory useful for
design situations where
higher reliability is desired
Shigley’s Mechanical Engineering Design
Fig. 5–15
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Shear Strength Predictions
Shigley’s Mechanical Engineering Design
For pure shear loading, Mohr’s circle shows that A = −B =
Plotting this equation on principal stress axes gives load line for
pure shear case
Intersection of pure shear load line with failure curve indicates
shear strength has been reached
Each failure theory predicts shear strength to be some fraction of
normal strength
Fig. 5–9
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Shear Strength Predictions
Shigley’s Mechanical Engineering Design
For MSS theory, intersecting pure shear load line with failure
line [Eq. (5–5)] results in
Fig. 5–9
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Shear Strength Predictions
Shigley’s Mechanical Engineering Design
For DE theory, intersection pure shear load line with failure
curve [Eq. (5–11)] gives
Therefore, DE theory predicts shear strength as
Fig. 5–9
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Example 5–1
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Example 5–1 (continued)
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Example 5–1 (continued)
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Example 5–1 (continued)
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Example 5–1 (continued)
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Example 5–1 (continued)
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Example 5–1 (continued)
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Mohr Theory
Some materials have compressive strengths different from
tensile strengths
Mohr theory is based on three simple tests: tension,
compression, and shear
Plotting Mohr’s circle for each, bounding curve defines failure
envelope
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Fig. 5−12
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Coulomb-Mohr Theory
Curved failure curve is difficult to determine analytically
Coulomb-Mohr theory simplifies to linear failure envelope using
only tension and compression tests (dashed circles)
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Fig. 5−13
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Coulomb-Mohr Theory
From the geometry, derive
the failure criteria
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Fig. 5−13
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Coulomb-Mohr Theory
Incorporating factor of safety
For ductile material, use tensile and compressive yield strengths
For brittle material, use tensile and compressive ultimate
strengths
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Coulomb-Mohr Theory
To plot on principal stress axes, consider three cases
Case 1: A ≥ B ≥ 0 For this case, 1 = A and 3 = 0
◦ Eq. (5−22) reduces to
Case 2: A ≥ 0 ≥ B For this case, 1 = A and 3 = B
◦ Eq. (5-22) reduces to
Case 3: 0 ≥ A ≥ B For this case, 1 = 0 and 3 = B
◦ Eq. (5−22) reduces to
Shigley’s Mechanical Engineering Design
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Coulomb-Mohr Theory
Plot three cases on principal stress axes
Similar to MSS theory, except with different strengths for
compression and tension
Shigley’s Mechanical Engineering Design
Fig. 5−14
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Coulomb-Mohr Theory
Intersect the pure shear load line with the failure line to
determine the shear strength
Since failure line is a function of tensile and compressive
strengths, shear strength is also a function of these terms.
Shigley’s Mechanical Engineering Design
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Example 5–2
Shigley’s Mechanical Engineering Design
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Example 5–2 (continued)
Shigley’s Mechanical Engineering Design
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Example 5−3
Shigley’s Mechanical Engineering Design
Fig. 5−16
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Example 5−3 (continued)
Shigley’s Mechanical Engineering Design
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Example 5−3 (continued)
Shigley’s Mechanical Engineering Design
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Example 5−4
Shigley’s Mechanical Engineering Design
Fig. 5−17
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Example 5−4 (continued)
Shigley’s Mechanical Engineering DesignFig. 5−17
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Example 5−4 (continued)
Shigley’s Mechanical Engineering Design
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Answer
Example 5−4 (continued)
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Failure Theories for Brittle Materials
Experimental data indicates some differences in failure for brittle
materials.
Failure criteria is generally ultimate fracture rather than yielding
Compressive strengths are usually larger than tensile strengths
Shigley’s Mechanical Engineering DesignFig. 5−19
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Maximum Normal Stress Theory
Theory: Failure occurs when the maximum principal stress in a
stress element exceeds the strength.
Predicts failure when
For plane stress,
Incorporating design factor,
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Maximum Normal Stress Theory
Plot on principal stress axes
Unsafe in part of fourth quadrant
Not recommended for use
Included for historical comparison
Shigley’s Mechanical Engineering DesignFig. 5−18
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Brittle Coulomb-Mohr
Same as previously derived, using ultimate strengths for failure
Failure equations dependent on quadrant
Shigley’s Mechanical Engineering Design
Quadrant condition Failure criteria
Fig. 5−14
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Brittle Failure Experimental Data
Coulomb-Mohr is
conservative in 4th quadrant
Modified Mohr criteria
adjusts to better fit the data
in the 4th quadrant
Shigley’s Mechanical Engineering Design
Fig. 5−19
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Modified-Mohr
Shigley’s Mechanical Engineering Design
Quadrant condition Failure criteria
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Example 5−5
Shigley’s Mechanical Engineering Design
Fig. 5−16
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Example 5−5 (continued)
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Example 5−5 (continued)
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Selection of Failure Criteria
First determine ductile vs. brittle
For ductile
◦ MSS is conservative, often used for design where higher
reliability is desired
◦ DE is typical, often used for analysis where agreement with
experimental data is desired
◦ If tensile and compressive strengths differ, use Ductile
Coulomb-Mohr
For brittle
◦ Mohr theory is best, but difficult to use
◦ Brittle Coulomb-Mohr is very conservative in 4th quadrant
◦ Modified Mohr is still slightly conservative in 4th quadrant, but
closer to typical
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Selection of Failure Criteria in Flowchart Form
Shigley’s Mechanical Engineering Design
Fig. 5−21
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Exercise
Shigley’s Mechanical Engineering Design
Prob. 5-21: For ASTM 30 cast iron, (a) find the factors of safety
using the BCM and MM theories, (b) plot the failure diagrams in
the sig_A, sig_B plane to scale and locate the coordinates of the
stress state, and (c) estimate the factors of safety from the two
theories by graphical measurements along the load line. Given:
sig_x=105 MPa, sig_y=70 MPa and tau_xy=0 MPa
Prob. 5-26: For cast aluminum 195-T6 exhibits S_ut= 252 MPa,
S_uc =245 MPa and eps_f= 0.045. For the given state of plane
stress, (a) using the Coulumb-Mohr theory, determine the factor
of safety, (b) plot the failure locus and the load line, and estimate
the factor of safety by graphical measurement.
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Shigley’s Mechanical Engineering Design
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Exercise
Shigley’s Mechanical Engineering Design
Prob. 5-36: This problem illustrate that the factor of safety for a
machine element depends on the particular point selected for
analysis. Here you are to compute factors of safety, based upon
the distortion-energy theory, for stress elements at A and B of the
member shown in the figure. This bar is made of AISI 1006 cold-
drawn steel and is loaded by the forces F=0.55 kN, P=4 kN and
T=25 Nm.
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Shigley’s Mechanical Engineering Design