Lecture 12/13 Flashcards

1
Q

What is Kr?

A

Kelastic/Kelasticplastic

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2
Q

What is Lr

A

Load/Plastic collapse load

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3
Q

What does a steep load line on a Kr-Lr curve show?

A

The structure will undergo brittle failure

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4
Q

What does a shallow load line on a Kr-Lr curve show?

A

The structure will undergo plastic collapse

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5
Q

What does an average gradient load line on a Kr-Lr curve show?

A

The structure will undergo ductile failure

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6
Q

What is wrong with the BS 7910 envelope?

A

Too conservative

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7
Q

Why can generalised curves be problematic?

A

They can be too liberal and therefore parts may fail before they’re predicted to

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8
Q

What does Kr = 1 mean?

A

Kelastic = Kelasticplastic

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9
Q

What is proof stress?

A

An estimation of yield stress, found by drawing a line parallel to the linear stress/strain line from a strain of 0.2%

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10
Q

What is analysis based on initiation?

A

Assessment undertaken for initiation of cracking as defined by initiation fracture toughness

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11
Q

What is initiation-based analysis suitable for?

A

Brittle mechanisms with no tearing

Ductile mechanisms with no benefit taken from the increase in toughness due to tearing (Kmat = K0.2)

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12
Q

What is analysis based on enhanced toughness after a limited amount of ductile tearing?

A

Based on toughness enhanced by a small amount of tearing
Kmat = Kdeltaa
Yes that says delta a

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13
Q

What is analysis based on enhanced toughness after a given amount of ductile tearing?

A

Assessment undertaken by reference to a detailed tearing resistance curve

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14
Q

How is Kmat defined for brittle fracture?

A

Kmat = K

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15
Q

How is Kmat defined for brittle fracture toughness measured from a test?

A

Kmat = KC

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16
Q

How is Kmat defined for initiation toughness for ductile material behaviour

A

Kmat = K0.2

17
Q

How is Kmat defined for enhanced toughness after some amount of tearing?

A

Kmat = Kdeltaa

18
Q

What is the equation for total Kr?

A

Kr = Kr^p + Kr^s

Primary stresses + secondary stresses

19
Q

What is the problem with secondary stresses?

A

They’re mostly estimates, eg for welding, bolting

20
Q

What is F^L and what is it a measurement of?

A

The load factor/safety factor on load

It is a measure of the margin of load available before failure occurs

21
Q

How can F^L be found?

A

OB/OA
O is origin
A is structural assessment point
B is the point where the assessment line meets the curve

22
Q

How does residual stress affect the location of the structural assessment point?

A

It moves upwards (initial Kr is higher)

23
Q

What effect does heat treatment have on secondary stresses?

A

Heat treated: 2ndary approx 10% of yield

Non-heat treated: 2ndary approx 60-100% of yield

24
Q

Where does the structural assessment point move to with an increase in yield stress?

A

Left, directly (closer to axis)

25
Q

Where does the structural assessment point move to with an increase in material fracture toughness?

A

Down, directly (closer to axis)

26
Q

Where does the structural assessment point move to with an increase in crack length?

A

Up and right, proportionally to sqrt(a)

27
Q

Where does the cut-off point move with an increase of flow stress?

A

To the right