βοΈ π¦ βοΈ
β β β READ THIS BEFORE YOU DO ANYTHING ELSE ON THIS SITE β β β
YO, LISTEN UP!! This website is a TOTALLY FREE, FOR-FUN, EDUCATIONAL RESOURCE thrown together by one dude with a modem, a copy of Broek's textbook, and way too much Mountain Dew. It is NOT a substitute for professional engineering advice. Like, at ALL.
THE INFORMATION ON THIS SITE MAY BE:
DO NOT USE THIS WEBSITE TO DESIGN, ANALYSE, CERTIFY, INSPECT, APPROVE, OR MAKE ANY DECISION WHATSOEVER about any structure, machine, aircraft, pressure vessel, bridge, nuclear facility, or anything else that matters even slightly.
If you need real fatigue or damage tolerance analysis, hire a licensed Professional Engineer (PE) or Chartered Engineer (CEng). Consult the relevant codes (FAR 25, MIL-SPEC, ASME, BS 7910, API 579) β not this website!!
β OK I UNDERSTAND AND I PROMISE NOT TO SUE DR. CRAKK β
RUBIK!!
FOR SCIENCE!!
Metal fatigue is what happens when you bend a paperclip back and forth until it SNAPS!! But imagine that on an AIRPLANE WING or a BRIDGE or a NUCLEAR REACTOR!!!
Under cyclic loading β stresses that go up and down β tiny microscopic cracks nucleate at stress concentrations like notches, holes, inclusions, or surface defects. These cracks PROPAGATE, one tiny increment per load cycle, until the remaining cross-section can no longer carry the load and CATASTROPHIC FRACTURE occurs!!
The sneaky thing about fatigue?? Stresses can be WAY BELOW the material's yield strength!! Component looks totally fine, then β BOOM β total failure. No warning. Just SUDDEN FAILURE
MYSTERIOUS!!
SPIRAL OF DOOM!!
KRAZY KAT ENGINEER
In 1963, Paul Paris and Fazil Erdogan published the most famous equation in all of fracture mechanics:
DOUBLE ΞK β growth rate goes up by 2^m. For m=3 that's 8Γ increase!!! EXPONENTIAL DOOM!!
PRO TIP Log-log axes β straight line. Slope = m. Intercept = log C.
August WΓΆhler figured this out in the 1860s testing railroad axles. LEGEND!!
WΓHLER PROBABLY
BEAUTIFUL S-N CURVE
Damage Tolerance says: "We KNOW cracks will be there. We're going to design for it ANYWAY."
Replaced the older safe-life approach after the Comet accidents (1954) and Aloha Airlines Flight 243 (1988). FAA mandates damage tolerant design under FAR 25.571.
LOVE CRACKS!!
COMPLEX!!
SPIN AND GRIN!!
Critical crack size (wide plate through crack):
This is your FUSE!! Detect it before it gets there!!
LEFM's dirty secret: it only works when the plastic zone is small compared to the remaining net section. When the net section yields entirely, LEFM breaks down spectacularly!!
Net section stress:
When Ο_net β₯ Ο_ys β net section yielding β K is meaningless!! ASTM E399 demands:
Violate this and your "K_Ic" is actually K_Q β belongs in the bin!!
FLOW STRESS:
Last updated: November 14, 1997 | Data from MIL-HDBK-5 and ASM Handbook Vol. 19
| Material | K_Ic (MPaβm) | Ο_UTS (MPa) | Fatigue limit | Paris m | Uses |
|---|---|---|---|---|---|
| Al 2024-T3 | 34β44 | 483 | ~138 MPa | 3.2β3.6 | Fuselage skin, lower wing |
| Al 7075-T6 | 24β30 | 572 | ~159 MPa | 3.4β4.0 | Upper wing, spar caps |
| Ti-6Al-4V | 55β115 | 950 | ~620 MPa | 4.0β5.0 | Engine discs, fasteners |
| 4340 Steel (HT) | 50β65 | 1860 | ~620 MPa | 2.8β3.4 | Landing gear, shafts |
| 316L SS | 150β200 | 515 | ~195 MPa | 3.0β3.5 | Medical implants, nuclear |
| Inconel 718 | 60β100 | 1240 | ~550 MPa | 3.5β4.5 | Turbine blades, discs |
* Approximate β always consult your material spec!! See disclaimer above!!
ENIGMATIC!!
BEAUTIFUL LIKE
OBSERVING CRACKS!!
CRACK SPIRAL!!
First commercial jetliner. Square windows!! Fatigue cracks grew from window corners (Kt ~3). Two aircraft broke up in flight. Led to complete redesign of airframe structures and the birth of damage-tolerant design.
B737 with 89,000+ cycles. Multiple Site Damage (MSD) in lap joint. 18 feet of fuselage roof peeled off at 24,000 ft. Led to worldwide aging aircraft programs.
WΓΆhler started his fatigue research BECAUSE of this!! Locomotive axle failed. 55+ passengers lost. Rotating bending on a press-fitted axle. Still happens if engineers skip their homework!!
North Sea oil platform. Fatigue crack at a hydrophone mount hole (bad weld toe) propagated through a main brace. Platform capsized in 17 minutes. 123 people lost. All from one little crack.
β οΈ THIS IS WHY WE DO FATIGUE ANALYSIS, PEOPLE β οΈ
Better NDE = smaller assumed flaw = longer inspection intervals!! It sets your initial flaw size assumption.
| Method | Detectable Size | Depth | Good for | Limitations |
|---|---|---|---|---|
| Visual (VT) | ~1.27mm | Surface | Quick checks | Misses subsurface!! |
| Dye Penetrant (PT) | ~0.5mm | Surface | Any nonporous material | Must be clean & accessible |
| Magnetic Particle (MT) | ~0.25mm | Near-surface | Ferromagnetic only | No Al or Ti!! |
| Eddy Current (ET) | ~0.5β1mm | ~6mm | Conductive materials | Conductivity changes signal |
| Ultrasonic (UT) | ~1β2mm | Full thickness | Bulk material, welds | Needs good coupling |
| X-Ray (RT) | ~2% thickness | Full thickness | Complex geometry | Misses tight fatigue cracks!! |
SPINNING!!
SCIENCE!!
KRAZY KAT!!
LOVE LEFM!!
SPIRAL!!
π TEXTBOOKS (ACTUALLY GOOD):
Broek β "Elementary Engineering Fracture Mechanics"
Anderson β "Fracture Mechanics: Fundamentals & Applications"
Suresh β "Fatigue of Materials"
MIL-HDBK-5 β Material Properties Bible
BS 7910 / API 579 β FAD fitness-for-serviceπ COOL LINKS:
FAA Damage Tolerance Regs (FAR 25)
ASTM E647 (da/dN testing)
ASTM E399 (K_Ic testing)
AFGROW β crack growth software (FREE!)
NASGRO β NASA crack growth software