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7/28/2019 Fatiguea ssignement strength of materials 3
1/15
L . E . C i e r e n b e r g
2 1 2 0 4 0 6 9 3
S t r e n g t h o f M a t e r i a l s I I I
4 / 8 / 2 0 1 3
Fatigue
This report covers the basic meaning, factors influencing and
other elements concerning fatigue in materials.
A report on fatigue in
materials
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Table of Contents
1. Introduction ................................................................................................................................................ 42. Definitions .................................................................................................................................................. 4
2.1 Fatigue: ..................................................................................................................................................... 4
2.2 Fatigue Limit: ........................................................................................................................................... 4
2.3 Fatigue Notch Factor: ............................................................................................................................... 4
2.4 Fatigue Ratio: ........................................................................................................................................... 4
2.5 Fatigue Strength: ...................................................................................................................................... 4
2.6 S-N Diagram: ........................................................................................................................................... 5
2.7 Stress-Strain Diagram .............................................................................................................................. 5
2.8 Fatigue Test: ............................................................................................................................................. 5
2.9 Persistent Slip Bands (PSBs) ................................................................................................................... 5
3. Fatigue fracture of materials ...................................................................................................................... 64. S-N Diagram .............................................................................................................................................. 7
4.1 Examples of S-N curves ........................................................................................................................... 7
5. Fatigue limits for ferrous metals ................................................................................................................ 86. Factors influencing fatigue ....................................................................................................................... 11
6.1 Cyclic stress state: .................................................................................................................................. 11
6.2 Geometry: ............................................................................................................................................... 11
6.3 Surface quality: ...................................................................................................................................... 11
6.4 Material Type: ........................................................................................................................................ 12
6.5 Residual stresses: ................................................................................................................................... 12
6.6 Size and distribution of internal defects: ................................................................................................ 12
6.7 Direction of loading: .............................................................................................................................. 12
6.8 Grain size: .............................................................................................................................................. 12
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6.9 Environment: .......................................................................................................................................... 12
6.10 Temperature: ........................................................................................................................................ 13
6.11 Surface treatment: ................................................................................................................................ 13
Mechanical Treatments ............................................................................................................................ 13
Thermal Treatments ................................................................................................................................. 13
Plating ...................................................................................................................................................... 14
6.12 Frequency of stress intervals. ............................................................................................................... 14
7. Comparison of stress at fillet radius and bending stress at uniform sections........................................... 148. Bibliography ............................................................................................................................................. 15
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1. IntroductionFatigue in materials is a factor which is of utmost importance to take into consideration when designing and
manufacturing parts. It is the cause of failure of parts due to continues loads within a number of cycles.Various factors influence fatigue and thus the lifespan of parts. This paper gives an in depth report on the
factors that influence fatigue as well as the systems whereby fatigue is tested and represented.
2. Definitions
2.1 Fatigue:
In materials science when a material which is subjected to cycling loading both progressive and localized
structural damage occurs and this is referred to as fatigue. The nominal maximum stress values are less thanthe ultimate tensile stress limit, and may be below the yield stress limit of the material.
2.2 Fatigue Limit:
A number of test specimens fatigue life is represented on an S-N diagram and a asymptote draw at the locus
of the corresponding fatigue life. This is also called the endurance limit and denotes the maximumfluctuation stress a material can endure for an infinite number of cycles.
2.3 Fatigue Notch Factor:
A ratio between a specimen with a stress concentration factor, as a notch or other stress raiser, compared to aspecimen with no stress raiser. It is also known as the strength reduction ratio and this value is usually lower
than the theoretical calculated value as plastic deformation causes some stress relief.
2.4 Fatigue Ratio:
This is the difference between the fatigue limit and tensile strength, given in the form of a ration. When this
value is available it can be used to estimate the fatigue properties from tensional test data.
2.5 Fatigue Strength:
A value obtained directly from the S-N diagram that denotes the magnitude of fluctuation stress required to
cause failure in a fatigue test specimen after a defined number of cycles under load.
http://en.wikipedia.org/wiki/Materials_sciencehttp://en.wikipedia.org/wiki/Stress_(physics)http://en.wikipedia.org/wiki/Tensile_strengthhttp://en.wikipedia.org/wiki/Tensile_strengthhttp://en.wikipedia.org/wiki/Tensile_strengthhttp://en.wikipedia.org/wiki/Tensile_strengthhttp://en.wikipedia.org/wiki/Stress_(physics)http://en.wikipedia.org/wiki/Materials_science7/28/2019 Fatiguea ssignement strength of materials 3
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2.6 S-N Diagram:
A diagram obtained by plotting the number of cycles required to produce failure in a specimen against the
cyclic stress amplitude developed during testing.
2.7 Stress-Strain Diagram
Graph obtained by plotting data, obtained from a mechanical test where continues measurements of stress
and strain is recorded in a material where a load is applied to a specimen. The stress is then represented as a
function of strain. This graph is constructed using compression, tension and torsion tests.
2.8 Fatigue Test:
The recorded data obtained by subjecting a specimen to a specified mean load (which may be zero) and an
alternating load and the number of cycles required to produce failure. The tests are repeated with identical
specimens and varying loads. Loads may be applied axially, in torsion, or in flexure. Stress in the specimenmay be in one direction through the loading cycle, or may reverse direction. Most fatigue tests are conducted
in flexure, rotating beam, or vibratory type machines.
2.9 Persistent Slip Bands (PSBs)
Persistent slip bands are the areas of intensive cyclic plastic strain in the shape of thin lamellae arising incyclic straining of crystalline materials.
http://www.springerreference.com/docs/link/2146155.html?s=350267&t=plastic+strainhttp://www.springerreference.com/docs/link/2144753.html?s=350267&t=straininghttp://www.springerreference.com/docs/link/2144753.html?s=350267&t=straininghttp://www.springerreference.com/docs/link/2146155.html?s=350267&t=plastic+strain7/28/2019 Fatiguea ssignement strength of materials 3
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3. Fatigue fracture of materialsWhen a material is subject to repeated loading and unloading fatigue occurs. Microscopic cracks begin to
form when the loads rise above a certain threshold. These cracks form at stress concentrators such as thesurface, persistent slip bands and grain interfaces. Sudden fracture occurs when these cracks reach a critical
size.
Fracture of an aluminum crank arm. Dark area of striations: slow crack growth. Bright granular area:sudden fracture.
When there are no macroscopic or microscopic discontinuities in metals and alloys, fatigue starts
with dislocation movements, eventually forming persistent slip bands that create short cracks.
The preferred location for starting the fatigue process is macroscopic and microscopic discontinuities as wellas component design features which cause stress concentration as keyways & sharp changes of direction etc.
Even in controlled environments, fatigue shows considerable scatter and thus it is fatigue isa stochasticprocess.
Life is shortened by an increase in the applied stress range.
Fatigue life scatter tends to increase for longer fatigue lives.
When the loads are removed, even for a long period, the effects remain as damage is cumulative.
Fatigue life is influenced by a variety of factors, such as working temperature, surface finish, microstructure,
shape of component, residual stresses, contact (fretting), surface finish etc.
Some materials have a theoretical fatigue limitbelow which continued loading does not lead to structural
failure.
http://en.wikipedia.org/wiki/Dislocationhttp://en.wikipedia.org/wiki/Stochastichttp://en.wikipedia.org/wiki/Temperaturehttp://en.wikipedia.org/wiki/Surface_finishhttp://en.wikipedia.org/wiki/Frettinghttp://en.wikipedia.org/wiki/Fatigue_limithttp://en.wikipedia.org/wiki/Structural_failurehttp://en.wikipedia.org/wiki/Structural_failurehttp://en.wikipedia.org/wiki/File:Pedalarm_Bruch.jpghttp://en.wikipedia.org/wiki/File:Pedalarm_Bruch.jpghttp://en.wikipedia.org/wiki/File:Pedalarm_Bruch.jpghttp://en.wikipedia.org/wiki/Structural_failurehttp://en.wikipedia.org/wiki/Structural_failurehttp://en.wikipedia.org/wiki/Fatigue_limithttp://en.wikipedia.org/wiki/Frettinghttp://en.wikipedia.org/wiki/Surface_finishhttp://en.wikipedia.org/wiki/Temperaturehttp://en.wikipedia.org/wiki/Stochastichttp://en.wikipedia.org/wiki/Dislocation7/28/2019 Fatiguea ssignement strength of materials 3
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4. S-N DiagramAlso known as a Whlercurve, the S-N diagram characterizes material performance in high-cycle fatigue
situations. This is a graph of the magnitude of a cyclic stress (S) against the logarithmic scale of cycles to
failure (N).
4.1 Examples of S-N curves
Samples of materials, often called coupons, are tested and the S-N curves are derived from the data obtained.These tests are done by applying a regularsinusoidal stress, with testing machine which also counts thenumber of cycles to up until failure. Each coupon test generates a point on the plot. In some cases there is
a runout where the time to failure exceeds that available for the test.
http://en.wikipedia.org/wiki/August_W%C3%B6hlerhttp://en.wikipedia.org/wiki/Logarithmic_scalehttp://en.wikipedia.org/wiki/Sine_wavehttp://en.wikipedia.org/wiki/File:BrittleAluminium320MPA_S-N_Curve.jpghttp://en.wikipedia.org/wiki/File:BrittleAluminium320MPA_S-N_Curve.jpghttp://en.wikipedia.org/wiki/Sine_wavehttp://en.wikipedia.org/wiki/Logarithmic_scalehttp://en.wikipedia.org/wiki/August_W%C3%B6hler7/28/2019 Fatiguea ssignement strength of materials 3
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5. Fatigue limits for ferrous metals
The following values have been obtained from
http://www.matweb.com
Material Name FatiguStrengt
(MPa)
AISI 4000 Series Steel 138 - 772
AISI 8000 Series Steel 205 - 485
Low Alloy Steel 138 - 772
Low Carbon Steel 758 - 772
Medium Carbon Steel 138 - 614
Cast Iron 68.9 - 510
Alloy Cast Iron 68.9 - 510
Ductile Iron
207 - 510Duplex 450 - 550
Gray Cast Iron 68.9 - 207
Martensitic 400 - 621
Stainless Steel 85.0 -1070
T 300 Series Stainless Steel 180 - 605
T 400 Series Stainless Steel 85.0 - 772
AISI 4118 Steel, direct quenched from pot, carburized, 150C (300F) temper 758 - 772
AISI 4118 Steel, direct quenched from pot, carburized, 230C (450F) temper 758 - 772
AISI 4118H Steel, direct quench, 150C (300F) temper, 1.6 mm case depth 758 - 772
AISI 4118H Steel, direct quench, 230C (450F) temper, 1.6 mm case depth
758 - 772AISI 4340 Steel, oil quenched 830C (1525F), 540C (1000F) temper, not nitrided 205 - 505
AISI 4340 Steel, oil quenched 830C (1525F), 540C (1000F) temper, pseudonitrided 180 - 470
AISI 4340 Steel, oil quenched 830C (1525F), 540C (1000F) temper, nitrided 350 - 595
AISI E4340 Steel, oil quenched 845C, 650C (1200F) temper 138 - 510
AISI E4340 Steel, oil quenched 845C, 425C (800F) temper 338 - 614
AISI E4340 H Steel, oil quenched 845C, 650C (1200F) temper 138 - 510
AISI E4340 H Steel, oil quenched 845C, 425C (800F) temper 338 - 614
AISI 8630 Steel, normalized 315
AISI 8630 Steel, oil quenched 845C (1550F), 455C (850F) temper 205 - 485
AISI 8630H Steel, normalized 315
AISI 8630H Steel, oil quenched 845C (1550F), 455C (850F) temper 205 - 485
AISI 86B30H Steel, normalized 315
AISI 86B30H Steel, oil quenched 845C (1550F), 455C (850F) temper 205 - 485
20 Standard gray iron test bars, as cast 69
25 Standard gray iron test bars, as cast 79
30 Standard gray iron test bars, as cast 97
35 Standard gray iron test bars, as cast 110
40 Standard gray iron test bars, as cast 128
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Material Name Fatigu
Strengt
(MPa)
50 Standard gray iron test bars, as cast 148
60 Standard gray iron test bars, as cast 169
ASTM 897/A897M-06 Grade 110-70-11 Austempered Ductile Iron 450
Austempered Ductile Iron (Obsolete with ASTM A897/A897M-06) 450
ASTM 897/A897M-06 Grade 130-90-09 Austempered Ductile Iron 450
ASTM 897 Grade 2 (150-100-07) Austempered Ductile Iron 385 - 485
ASTM 897 Grade 3 (175-125-04) Austempered Ductile Iron 380 - 415
302 Stainless Steel, 25% hardened strip 485 - 550
302 Stainless Steel, after cold work 485 - 550
303 Stainless Steel, annealed 240 - 330
303 Stainless Steel, annealed bar 240 - 330
303 Stainless Steel, cold drawn bar 240 - 330
347 Stainless Steel, cold drawn wire, 75% hard, 0.05-0.51 mm diameter 605
347 Stainless Steel, cold drawn wire, 75% hard, 0.53-3.18 mm diameter 605
347 Stainless Steel, cold drawn wire, 75% hard, 3.20-9.53 mm diameter 605
348 Stainless Steel, cold drawn wire, 75% hard 605
403 Stainless Steel, annealed, sheet 275 - 380
403 Stainless Steel, annealed, strip 275 - 380
403 Stainless Steel, soft tempered, wire 6.4 mm diameter 275 - 380
403 Stainless Steel, annealed, bar 275 - 380
403 Stainless Steel, tempered, bar 275 - 380
AK Steel 409 Ferritic Stainless steel 324
AK Steel 410 Martensitic Stainless steel 400
Carpenter Gall-Tough PLUS Stainless, Annealed, 0% Cold Work 293
Carpenter Gall-Tough PLUS Stainless, Annealed 293
Carpenter Custom 455 Stainless Steel, Condition H900 (Age Hardened 482C) 772Carpenter Custom 455 Stainless Steel, Condition H950 (Age Hardened 510C) 680
Carpenter Custom 455 Stainless Steel, Condition H1000 (Age Hardened 538C (1000F)) 630
Carpenter Custom 450 Stainless Steel, 25 mm Bar, Condition H1050 (Age Hardened 566C) 590
Carpenter Custom 450 Stainless Steel, Annealed 517
Carpenter Custom 450 Stainless Steel, Condition H900 (Age Hardened 482C) 660
Carpenter Custom 450 Stainless Steel, Condition H1000 (Age Hardened 538C (1000F)) 94
Carpenter Custom 450 Stainless Steel, Condition H1150 (Age Hardened 621C) 85
Carpenter 20Cb-3 Stainless Steel, Bar, Annealed at 1750F (955C) then Water Quenched 330
Carpenter 20Cb-3 Stainless Steel, Strip, Annealed at 1750F (955C) then Water Quenched 330
Carpenter AerMet 100 Aged at 900F
945Carpenter AerMet 100 Aged at 875F 945
Carpenter AerMet 310 1030
Carpenter AerMet 340 986
Crucible Steel 430F Stainless Steel 207
Crucible Steel 17Cr-4Ni Precipitation Hardening Stainless Steel 531 - 621
Crucible Steel 17Cr-4Ni Super-X Precipitation Hardening Stainless Steel 531 - 621
Dura-Bar 65-45-12 Continuously Cast Ductile Iron Bar Stock ASTM A536 290
Dura-Bar 80-55-06 Continuously Cast Ductile Iron Bar Stock ASTM A536 276
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Fatiguea ssignement strength of materials 3
10/15
Page 10 of15
Material Name Fatigu
Strengt
(MPa)
Dura-Bar 100-70-03 Continuously Cast Ductile Iron Bar Stock ASTM A536 255
Dura-Bar G2 Continuously Cast Gray Iron Bar Stock ASTM A48 138
Dura-Bar G1 Continuously Cast Gray Iron Bar Stock ASTM A48 68.9
Dura-Bar G1A Continuously Cast Gray Iron Bar Stock ASTM A48 68.9
International Mold Steel DC53 General-Purpose Cold Work Die and Mold Steel 833
Allegheny Ludlum 430 Ferritic Stainless Steel 159 - 243
Allegheny Ludlum Stainless Steel Type 301, annealed (UNS S30100) 241
Allegheny Ludlum Stainless Steel Type 301, 1/4 Hard (UNS S30100) 303
Allegheny Ludlum Stainless Steel Type 301, 1/2 Hard (UNS S30100) 379
Allegheny Ludlum Stainless Steel Type 301, Full Hard (UNS S30100) 552
Allegheny Ludlum Stainless Steel Free Machining Grade Type 303, Annealed (UNS S30300) 285
Allegheny Ludlum Stainless Steel Type 321 (UNS S32100) 180
Allegheny Ludlum Stainless Steel Type 347 (UNS S34700) 180
Allegheny Ludlum Stainless Steel Type 348 (UNS S34800) 180
Allegheny Ludlum Stainless Steel Free Machining Grade Type 416, Tempered at 482C (UNS
S41600) 590Allegheny Ludlum Stainless Steel Free Machining Grade Type 416, Tempered at 538C 470
Allegheny Ludlum Stainless Steel Free Machining Grade Type 416, Tempered at 593C 410
Allegheny Ludlum Stainless Steel Free Machining Grade Type 416, Tempered at 649C 370
Allegheny Ludlum Stainless Steel Free Machining Grade Type 416, Tempered at 704C 340
Allegheny Ludlum Stainless Steel Free Machining Grade Type 416, Tempered at 760C 280
Meehanite AQ Flake Graphit Cast Iron 207
Meehanite GM-60 Flake Graphit Cast Iron 172
Meehanite GA-50 Flake Graphit Cast Iron 152
Meehanite GC-40 Flake Graphit Cast Iron 121
Meehanite GE-30 Flake Graphit Cast Iron
93.1Meehanite GF-20 Flake Graphite Cast Iron 75.8
Meehanite Ductliron SP-80 Nodular Graphite Ductile Iron 269
Meehanite Ductliron SH-100 Nodular Graphite Ductile Iron 296
Meehanite Ductliron SF-60 Nodular Graphite Ductile Iron 207
Meehanite Ductliron AQS Nodular Graphite Ductile Iron 365
Meehanite K-295 Austempered Ductile Iron 269 - 434
Meehanite K-325 Austempered Ductile Iron 324 - 455
Meehanite K-405 Austempered Ductile Iron 352 - 510
Outokumpu LDX 2101 Duplex Stainless Steel 500
Outokumpu SAF 2304 Duplex Stainless Steel
450Outokumpu 2205 Duplex Stainless Steel 510
Outokumpu SAF 2507 Duplex Stainless Steel 550
Outokumpu 4404 Cr-Ni-Mo Austenitic Stainless Steel 360
QuesTek Innovations Ferrium C61 Case-hardened Gear Steel with Ultrahigh-strength Core 931 - 1340
Sandvik 13RM19 Strip Steel 1000 -
1070
American Utility Metals Cromgard Stainless Steel 296 - 441
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6. Factors influencing fatigue
6.1 Cyclic stress state: One or more properties of state need to be considered, depending on thecomplexity of the geometrical proportions, such as stress amplitude, mean stress, biaxiality, in-phase or out-of-phase shear stress, and load sequence.
6.2 Geometry: Fatigue cracks are initiated at stress concentrations caused by notches and variations incross section throughout the component.
The theory is that failure starts at the weakest link, the most favorably orientated metal crystal for example,
and then grows through less favorably orientated grains until final failure. Logically it suggests that the
larger the component the higher probability of a weaker part for fatigue to initiate. This theory has been
confirmed by actual test data, especially in the case of bending and torsion.
More than 95% of the maximum stress is concentrated in a thin layer of surface tension by the stress gradientbuilt up through the section, in bending and to a lesser extent in torsion. So it is safe to assume that if thevolume of material available that could contain a critical flaw is greater, it will lead to reduced fatigue
strength. The stress gradient is absent in axial tension and thus the effect of size is small.
Any bends or changes in shape produce concentrated stress areas that lower the fatigue life as there is a
greater chance of flaws within the components material.
The shape of the structure will significantly affect the fatigue life. Square holes or sharp corners will lead to
elevated local stresses where fatigue cracks can initiate. Round holes and smooth transitions or fillets are
therefore important to increase the fatigue strength of the structure.
6.3 Surface quality: Microscopic stress concentrations are produced by surface roughness and lower thefatigue limit.
A very high percentage of all fatigue failures have their origin at the surface of parts. From this we can
deduce that surface type is an extremely important factor influencing fatigue strength. Polished laboratoryspecimen standards are compared to various surface conditions. Additional stress raisers are produced by
scratches, pits, machining marks etc and lower fatigue strength.
High strength steels are affected more by a rough surface finish than softer steels (see diagram below). Thesurface finish correction factor used to calculate diameters of shafts is strongly related to tensile strength.
Here the surface finish correction factor categorizes by terms such as polished, machined, and forged.
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Note that other factors also play a role in above curves as a result of the manufacturing process. For example
the forged and hot rolled curves include the effect of decarburization.
Other diagrams present the surface finish correction factor in a more quantitative way by using a quantitative
measure of surface roughness such as RA(the root mean square) or AA (the arithmetic average). The
following diagram shows the effect of surface roughness on the surface finish correction factor.
6.4 Material Type: Fatigue life, as well as the behavior during cyclic loading, varies widely for differentmaterials.
6.5 Residual stresses: Fatigue strength is greatly decreased by processes such as welding, cutting, casting,and other manufacturing processes involving heat or deformation.
6.6 Size and distribution of internal defects: The fatigue limit is lower drastically by casting defectssuch as gas porosity, non-metallic inclusions and shrinkage voids.
6.7 Direction of loading: Fatigue strength depends on the direction of the main stress in non-isotropicmaterials.
6.8 Grain size: Smaller grains produce longer fatigue lives in most metals but are affected more by surface
defects and scratches than larger grained alloys.
6.9 Environment: Fatigue life can be affected by environmental conditions as it can cause erosion,corrosion, or gas-phase embrittlement.
http://en.wikipedia.org/wiki/Gas_porosity_(casting)http://en.wikipedia.org/wiki/Non-metallic_inclusionshttp://en.wikipedia.org/wiki/Non-metallic_inclusionshttp://en.wikipedia.org/wiki/Gas_porosity_(casting)7/28/2019 Fatiguea ssignement strength of materials 3
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6.10 Temperature: Extreme temperatures or large temperature changes can decrease fatigue strength.
6.11 Surface treatment: Fatigue life can be increased by producing compressive residual stresses in thesurface by e.g. shot peening. Low plasticity burnishing, laser peening, and ultrasonic impact treatment can
also produce this surface compressive stress. This increase in fatigue life by means of surface treatment isnormally observed only for high-cycle fatigue. Surface treatment can have a large influence on fatigue
strength, especially the endurance limit. The remaining stress at the free surface is altered by of surfacetreatment.
Residual stress can be replaced by stresses produced by an external force for some calculation purposes.
Fatigue failure can be reduced by the presence of residual stresses at the surface.
Mechanical, thermal, and plating processes are the categories in which surface treatments are usually divided
into. The first two processes provide a compressive layer. Plating provides a tensile residual stress.
Mechanical Treatments: Commercially the main methods for producing residual compressive stresses are
cold rolling and shot peening. These processes do alter the strength of the material but the fatigue limit
increase is due mainly to compressive surface stresses. Crankshafts and high load axles are usually subjectedto surface rolling as they are large parts
Shot peenin consists of firing fine steel or cast iron shot against the surface of a component. This method is
well suited to processing small mass produced parts.
Thermal Treatments: These processes rely on either carbon or nitrogen being diffused onto and into the
surface of the component. Both types of atoms occupy the space between iron atoms.
Carburizing is typically a three-step process:
1. Inserting the steel components within boxes which contain carbonaceous solids2. Sealing to exclude the atmosphere3. Heating to about 900 degrees Celsius for a period of time that depends on the depth of the case
required
An alternative method is heating the components in a furnace in the presence of a carburizing gas and is afaster and more accurate method.
The nitriding: This process is very similar to gas carburizing except that ammonia gas is used and the
process takes place at lower temperatures. A nitrided case depth of about 0.5 mm can be obtained by a 48
hour soak at about 550 degrees Celsius. Below is an example of the effect of nitriding.
Limit (MPa)
Geometry Not Nitrided Nitrided
Un-notched 310 620
Semicircular notch 175 600
V notch 175 550
http://en.wikipedia.org/wiki/Shot_peeninghttp://en.wikipedia.org/wiki/Low_plasticity_burnishinghttp://en.wikipedia.org/wiki/Laser_peeninghttp://en.wikipedia.org/wiki/Ultrasonic_impact_treatmenthttp://en.wikipedia.org/wiki/Ultrasonic_impact_treatmenthttp://en.wikipedia.org/wiki/Laser_peeninghttp://en.wikipedia.org/wiki/Low_plasticity_burnishinghttp://en.wikipedia.org/wiki/Shot_peening7/28/2019 Fatiguea ssignement strength of materials 3
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Plating: The endurance limit is decreased chrome and nickel plating of steel components due to the
creation of tensile residual stresses at the surface. Shot peening or nitriding prior to plating will reduce theharmful effect of plating. The stress induced by plating can also be relieved bu means of annealing
The Quantitative Effect of Surface Treatments on the Endurance Limit (Steels)
Surface finish affects the final effect of surface treatment on fatigue strength as shown below.
Increase in Limit
Finish Shot Peened Cold Rolled Nitrided
Polished +15% +50% +100%
Ground +20% +0% +100%
Machined +30% +70% +100%
Hot Rolled +40% +0% +100%
Cast +40% +0% +100%
Forged +100% +0% +100%
6.12 Frequency of stress intervals.
At higher frequencies more cycles of stress occur in less time. For higher frequencies a smaller load isneeded to produce a fracture in the material for a given time. In low frequency cycles fracture occurs slower
than in high frequency cycles. From the S-N diagrams we can see that the higher the frequency of the loads
the lower the amount of stress that the component can handle. Thus an increase in frequency is directly
proportional to a lower life span.
7. Comparison of stress at fillet radius and bending stress at uniform sectionsThe fillet radius is the radius of a curve which has been cut on a beam or gear tooth and its purpose is to
evenly distribute the forces that would have acted on a sharp point of a rotating structure there by reducingthe wear of the component and allowing it to last longer because the force acting on it is not as close to the
endurance limit. Therefore a component with a correct fillet radius is able withstand a greater number of
cycles of the load than a component without a fillet radius. Bending moment at uniform section refers to a
materials resistance to bending when load are applied to beam usually. It uses the second moment of area to
determine the yield strength of materials and it allows us to understand how different forces atvarying distances affect the stresses in a beam and how the beam will handle cycles of different forces.
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8. Bibliographyhttp://www.instron.us/wa/glossary/Fatigue-Limit.aspx
http://www.instron.us/wa/glossary/Fatigue-Test.aspx
http://www.instron.us/wa/glossary/Fatigue-Strength.aspx
http://www.instron.us/wa/glossary/Fatigue-Ratio.aspx
http://www.instron.us/wa/glossary/Fatigue-Notch-Factor.aspx
http://www.instron.us/wa/glossary/Stress-Strain-Diagram.aspx
http://academic.uprm.edu/pcaceres/Courses/INME4011/MD-6B.pdf
http://www.mw-ind.com/pdfs/GoodmanFatigueLifeEstimates.pdf
http://www.ux.uis.no/~hirpa/KdB/ME/S-N%20diagram.pdf
http://www.egr.msu.edu/classes/me471/thompson/handout/class13_2005SFatigue.pdf
http://www.asminternational.org/content/ASM/StoreFiles/05224G_Chapter14.pdf
http://www.egr.msu.edu/classes/me471/thompson/handout/class10_2005SFailureTheory.pdf
http://clic-meeting.web.cern.ch/clic-meeting/2003/06_26sh.pdf
http://www2.hcmuaf.edu.vn/data/phamducdung/thamkhao/Mark's%20Standard-
Handbook/Strength%20of%20Material.pdf
http://www.eng.auburn.edu/users/marghitu/chapter3.pdf
http://docs.lib.purdue.edu/cgi/viewcontent.cgi?article=1172&context=icec&sei-
redir=1&referer=http%3A%2F%2Fwww.google.com%2Furl%3Fsa%3Dt%26rct%3Dj%26q%3Dhow%2520does%2520shape%2520of%2520component%2520influence%2520fatigue%26source%3Dweb%26cd%3D9
%26cad%3Drja%26ved%3D0CE8QFjAI%26url%3Dhttp%253A%252F%252Fdocs.lib.purdue.edu%252Fcg
i%252Fviewcontent.cgi%253Farticle%253D1172%2526context%253Dicec%26ei%3DX0hbUYjrB-
iN7AashIHgBg%26usg%3DAFQjCNHvW8KFPqyNibuhcgWfb-
fM6LiSYw%26sig2%3DhT5b3yugEUmZBCaDxWjSeg%26bvm%3Dbv.44697112%2Cd.ZGU#search=%22how%20does%20shape%20component%20influence%20fatigue%22
http://www.springerreference.com/docs/html/chapterdbid/350267.html
http://www.scielo.br/img/fbpe/mr/v5n2/11039f2.gif
http://www.eng.cam.ac.uk/DesignOffice/cad/proewild3/usascii/proe/promec/online/fatigue.htm
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