Cracks 3 Flashcards

1
Q

What is the similitude concept?

A

A test sample and actual component will behave te same if the loading situation gives the same stress intensity factor
KA = KB

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2
Q

What does Y equal for an infinitely large centre-cracked panel, and what does this mean?

A

Y=1
Geometry has NO effect on the stress intensity factor

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3
Q

What is a for an infinitely large centre cracked panel?

A

2a = full crack length
a = half crack length

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4
Q

What are a, b, w, and t on a crack diagram for one crack dimension?

A

t = thickness
w = width
b = uncracked ligament length
a = crack depth (length)

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5
Q

What is the crack tip?

A

The furthest point from the crack mouth

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6
Q

What are a and c on a diagram for more than one crack dimension?

A

a = crack depth
c = half crack length

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7
Q

How do you find Y for a finite sized panel in tension?

A

Use a plot of a/W vs Y (2a is crack length, 2W is plate width)

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8
Q

What is K for multiple loading?

A

K(P+M) = KP + KM

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9
Q

What is the difference between KI and KIC?

A

KI = applied stress intensity factor; it is a MECHANICS PARAMETER
KIC = fracture toughness; it is the MATERIAL PROPERTY

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10
Q

What does KI tell us?

A

The magnitudes of the crack tip stresses ahead of a loaded crack in the structure

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11
Q

What does KIC tell us?

A

How resistant the material is to fracture

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12
Q

What happens with KI and KIC at the point of fracture?

A

KI = KIC
(Same concept as applied stress = yield stress)

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13
Q

What is the relationship between yield strength and toughness?

A

Overall ductility reduces strength, but there is no direct relation between them

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14
Q

What type of fracture surfaces do plane strain and plane stress give?

A

Strain: flat
Stress: slant/shear fracture surfaces

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15
Q

What is the most conservative fracture toughness value?

A

Plane strain

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16
Q

When is plane strain used (wordy)?

A

When the specimen is so thick that there is no poissons contraction along the crack front

17
Q

When is plane strain used (parameters)?

A

a, b, t and W > 2.5(KIC/sigmay)^2