Failure Analaysis

   Failure as a Design      Criterion

   Fracture Mechanics

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Tutorial Questions

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Griffith Equation


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Stress Intensity Factor and Fracture Toughness Testing
- Stresses Close to a Crack Tip
- Fracture of Glass
- High Strength Versus high Toughness
- Quenching and Residual Stress
- Missile Motor Case Fracture
- Fracture Toughness Tests
- Plastic Zone Effect
- Specimen Thickness Effect
- Growth of Semi-Elliptic Flaws
- Leak-Before-Break Concept
- Pressurised Vessels
- Fracture of a Beer Barrel
- Pin-Loaded Lug
- Materials Selection and Temperature
- Chemical Reactor Vessel
- Fracture of Ice


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Characterising Sub-Critical Growth
 -  Fatigue Life Prediction
 -  Stress Corrosion Cracking

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Theory Resource



Problem 10

This question introduces the concept of leak-before-break which is widely used in structural integrity design of pressurised components and vessels. The basic concepts behind the leak-before-break philosophy are given in the theory card. The question requires some thought about how crack length (a) is defined for through-thickness and semi-elliptic cracks, but is otherwise straightforward and should take about 15 minutes to complete.

a)    The stress intensity solution for a semi-elliptic flaw in tension is given below.  The K1C value for a Ti-6Al-4V titanium alloy with a yield strength of 910 MPa, is 115.4 MPam½.  Determine the size of the largest stable surface flaw (a/c = 0.4) in a 40 mm thick plate of this alloy, for a design stress in the plate of 75% of the yield strength.  This requires assuming an initial value of a/B and iterative calculations of stress intensity, if necessary.

b)    For the same alloy and design stress, calculate the maximum wall thickness of a pressure vessel which could be designed on a leak-before-break criterion.  You may assume that the aspect ratio (a/c) of the surface flaw remains constant at 0.4, and that for the through-thickness crack:

What thickness of plate would you order for the vessel?

wpe1.jpg (7725 bytes)

a/c

Phi

Y

a/B

0.2

0.4

0.6

0.8

1.051

0.2

0o

45o

90o

0.617

0.990

1.173

0.724

1.122

1.359

0.899

1.384

1.642

1.190

1.657

1.851

1.151

0.4

0o

45o

90o

0.767

0.998

1.138

0.896

1.075

1.225

1.080

1.247

1.370

1.318

1.374

1.447

1.277

0.6

0o

45o

90o

0.916

1.024

1.110

1.015

1.062

1.145

1.172

1.182

1.230

1.353

1.243

1.264

1.571

1.0

0o

45o

90o

1.174

1.067

1.049

1.229

1.104

1.062

1.355

1.181

1.107

1.464

1.193

1.112



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