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✦ NET SECTION YIELDING IS REAL ✦ FLOW STRESS = (Οƒ_ys + Οƒ_UTS)/2 ✦ FAILURE ASSESSMENT DIAGRAMS SAVE STRUCTURES ✦ da/dN = C(Ξ”K)^m ✦ WΓ–HLER WAS RIGHT ✦ LOG-LOG PLOTS 4 LIFE ✦ INSPECT DON'T NEGLECT ✦
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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!!

THE OWNER, AUTHOR, WEBMASTER, AND ANY ASSOCIATED PARTIES OF THIS WEBSITE ("DR. CRAKK," HIS CAT, HIS ISP, NETSCAPE COMMUNICATIONS CORP., AND THE INTERNET IN GENERAL) PROVIDE ALL CONTENT ON AN "AS IS," "AS WRONG AS IT WANTS TO BE," AND "PROBABLY INCORRECT" BASIS, WITHOUT WARRANTY OF ANY KIND, EXPRESS OR IMPLIED.

IN NO EVENT SHALL DR. CRAKK BE LIABLE FOR ANY DIRECT, INDIRECT, INCIDENTAL, SPECIAL, EXEMPLARY, CONSEQUENTIAL, OR CATASTROPHIC DAMAGES (INCLUDING BUT NOT LIMITED TO: STRUCTURAL COLLAPSE; FAST FRACTURE; CORROSION; DELAMINATION; CRACK COALESCENCE; OR BUSINESS INTERRUPTION) HOWEVER CAUSED, EVEN IF DR. CRAKK HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGE.

BY SCROLLING PAST THIS DISCLAIMER YOU ACKNOWLEDGE THAT: (A) YOU ARE NOT GOING TO DO ANYTHING RECKLESS WITH THIS INFORMATION; (B) YOU UNDERSTAND THIS IS AN ENTHUSIAST WEBPAGE AND NOT A PROFESSIONAL ENGINEERING RESOURCE; AND (C) DR. CRAKK OWES YOU NOTHING. NOT EVEN AN APOLOGY.

βœ… OK I UNDERSTAND AND I PROMISE NOT TO SUE DR. CRAKK βœ…

GEAR!!
RUBIK!!
πŸ’₯ CRACKS HAPPEN πŸ’₯
FOR SCIENCE!!
MORE GEAR!!

πŸ”₯ What Is Metal Fatigue?? πŸ”₯

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

  • Stage I β€” Crack Initiation: Persistent slip bands form, micro-cracks nucleate. Can take 90% of total fatigue life!!
  • Stage II β€” Crack Propagation: Crack grows stably, leaving beach marks & striations. This is where Paris Law RULES!!
  • Stage III β€” Final Fracture: Remaining ligament fails rapidly. Fast fracture. Game over.
THE KRAZY KAT ENGINEER
ALWAYS CHECKS FOR FATIGUE
INITIATION PROPAGATION→ FAST FRACT beach marks (striations)
⚑ PARIS LAW ⚑ πŸ¦„ S-N CURVES πŸ¦„ πŸ”₯ FRACTURE TOUGHNESS πŸ”₯ β˜… DAMAGE TOLERANCE β˜… ☒️ NDE METHODS ☒️
πŸ¦„
MYSTERIOUS!!
CRACKS ARE BAD!!
SPIRAL OF DOOM!!
KRAZY KAT ENGINEER
βš™οΈ

πŸ“ Paris Law: The Most Radical Equation!! πŸ“

In 1963, Paul Paris and Fazil Erdogan published the most famous equation in all of fracture mechanics:

da/dN = C (Ξ”K)m Paris-Erdogan, 1963 THE LAW!!
  • da/dN = crack growth rate (m/cycle)
  • Ξ”K = stress intensity factor range = K_max βˆ’ K_min (MPa√m)
  • C and m = material constants. Steels mβ‰ˆ3, Alβ‰ˆ3–4, Tiβ‰ˆ4–5.

DOUBLE Ξ”K 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.

MONITORING CRACK GROWTH
FROM THE OBSERVATORY!!
log da/dN log Ξ”K Ξ”K_th Kmax = K_Ic REGION I REGION II REGION III m 1
Region I correctly dives to βˆ’βˆž at threshold!!
✦ ✦ ✦ ✦ ✦ ✦ ✦ ✦ ✦ ✦ ✦ ✦ ✦ ✦ ✦ ✦ ✦ ✦ ✦ ✦ ✦

πŸ“Š S-N Curves β€” The OG Fatigue Data!! πŸ“Š CLASSIC!

August WΓΆhler figured this out in the 1860s testing railroad axles. LEGEND!!

  • Endurance limit (Fe steels only!!): Below ~10⁷ cycles some steels show a horizontal asymptote β€” stress below this = infinite life!! Magic!!
  • No endurance limit for aluminium: Al alloys just keep getting tired.
  • Mean stress effects: Goodman, Gerber, Soderberg corrections.
  • Surface finish MATTERS: Polished > machined > hot-rolled > as-cast.
WΓ–HLER PROBABLY
BEAUTIFUL S-N CURVE
Stress S log N (cycles) Steel Al alloy S_e 10³ 10⁡ 10⁷ 10⁹

✈️ Damage Tolerance Philosophy ✈️ AEROSPACE!!

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.

  • Assume initial flaw size from NDE limits (~1.27mm visual)
  • Calculate cycles to critical size (K = K_Ic β†’ fast fracture)
  • Set inspection intervals at ⅓–½ of that life
  • Find and fix cracks before they go CRITICAL!!
  • Provide redundancy β€” multiple load paths
Crack size a Cycles N β†’ a_critical (FRACTURE!) a_NDE (detectable) Insp Insp Insp SAFE ZONE
LOVE CRACKS!!
COMPLEX!!
K < K_Ic
= SAFE πŸ¦„
K β‰₯ K_Ic
= BOOM πŸ’₯
SPIN AND GRIN!!
πŸ¦„ πŸ¦„ πŸ¦„ πŸ¦„ πŸ¦„ πŸ¦„ πŸ¦„ πŸ¦„ πŸ¦„ πŸ¦„ πŸ¦„ πŸ¦„ πŸ¦„ πŸ¦„ πŸ¦„

πŸ“ Stress Intensity, Critical Crack Size & Net Section Yielding!! πŸ“

K = Y Οƒ √(Ο€a) Irwin, 1957
  • Y = geometry factor; Οƒ = stress (MPa); a = crack half-length (m)
  • Mode I Opening (most common!!), Mode II Sliding, Mode III Tearing

Critical crack size (wide plate through crack):

a_c = (1/Ο€)(K_Ic / σ·Y)Β²

This is your FUSE!! Detect it before it gets there!!

STRESS CONCENTRATION
IS NOT YOUR FRIEND!!

⚑ But Wait β€” Net Section Yielding Ruins Everything!! ⚑

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:

Οƒ_net = P / (B Β· (W βˆ’ a))

When Οƒ_net β‰₯ Οƒ_ys β†’ net section yielding β†’ K is meaningless!! ASTM E399 demands:

B, (Wβˆ’a) β‰₯ 2.5 (K_Ic / Οƒ_ys)Β²

Violate this and your "K_Ic" is actually K_Q β€” belongs in the bin!!

FLOW STRESS:

Οƒ_f = (Οƒ_ys + Οƒ_UTS) / 2
  • Net section collapse: Codes use Οƒ_f because materials strain-harden β€” real collapse is higher than simple yield predicts.
  • Residual strength: Short fat cracks in tough materials fail by net section flow, not K_Ic. The FAD handles both.
  • Large-scale yielding (Lrβ†’1.0): LEFM invalid β€” need EPFM: J-integral or CTOD!!
  • Constraint: Plane stress (thin) vs plane strain (thick) β€” huge toughness difference!!
Kr (fracture) Lr (plastic collapse) SAFE UNSAFE!! Lr=1 ← you! Failure Assessment Diagram
FAD: Kr vs Lr β€” stay inside the curve or else!!
β˜… NET SECTION YIELDING IS REAL β˜… Οƒ_f = (Οƒ_ys + Οƒ_UTS)/2 β˜… ASTM E399 OR BUST β˜… FAD: BS 7910 / API 579 β˜… K_max < K_Ic β˜… CHECK YOUR PLASTIC ZONE SIZE β˜…

πŸ’Ύ Material Properties Data Table πŸ’Ύ

Last updated: November 14, 1997  |  Data from MIL-HDBK-5 and ASM Handbook Vol. 19

MaterialK_Ic (MPa√m)Οƒ_UTS (MPa)Fatigue limitParis mUses
Al 2024-T334–44483~138 MPa3.2–3.6Fuselage skin, lower wing
Al 7075-T624–30572~159 MPa3.4–4.0Upper wing, spar caps
Ti-6Al-4V55–115950~620 MPa4.0–5.0Engine discs, fasteners
4340 Steel (HT)50–651860~620 MPa2.8–3.4Landing gear, shafts
316L SS150–200515~195 MPa3.0–3.5Medical implants, nuclear
Inconel 71860–1001240~550 MPa3.5–4.5Turbine blades, discs

* Approximate β€” always consult your material spec!! See disclaimer above!!

ENIGMATIC!!
BEAUTIFUL LIKE
A CLEAN S-N CURVE
πŸ¦„
OBSERVING CRACKS!!
CRACK SPIRAL!!

πŸ”” Famous Structural Failures Hall Of Shame πŸ””

πŸ¦„
STUFF BROKE SPECTACULARLY
πŸ¦„
✈️ De Havilland Comet (1954)

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.

✈️ Aloha Airlines Flt 243 (1988)

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.

πŸš‚ Versailles Rail Disaster (1842)

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!!

πŸ—οΈ Alexander L. Kielland (1980)

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.

⚠️ THIS IS WHY WE DO FATIGUE ANALYSIS, PEOPLE ⚠️

πŸ” Non-Destructive Evaluation β€” How We Find Cracks!! πŸ”

Better NDE = smaller assumed flaw = longer inspection intervals!! It sets your initial flaw size assumption.

MethodDetectable SizeDepthGood forLimitations
Visual (VT)~1.27mmSurfaceQuick checksMisses subsurface!!
Dye Penetrant (PT)~0.5mmSurfaceAny nonporous materialMust be clean & accessible
Magnetic Particle (MT)~0.25mmNear-surfaceFerromagnetic onlyNo Al or Ti!!
Eddy Current (ET)~0.5–1mm~6mmConductive materialsConductivity changes signal
Ultrasonic (UT)~1–2mmFull thicknessBulk material, weldsNeeds good coupling
X-Ray (RT)~2% thicknessFull thicknessComplex geometryMisses tight fatigue cracks!!
SPINNING!!
SCIENCE!!
πŸ¦„
MAGICAL
ENGINEERING
KRAZY KAT!!
LOVE LEFM!!
SPIRAL!!

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