Mechanics unit 4 - stress analysis deck 1 Flashcards

1
Q

List all of the 6 different types of loading that a structure may be subjected to

A
  1. Unloaded
  2. Tension
  3. Compression
  4. Bending
  5. Shear
  6. Torsion
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2
Q

How does the mechanical properties of biological materials like bone, tendon or ligament differ in general from metals, alloys and plastics ?

A
  • The materials like metals, alloys and plastics are isotopic - that is they exhibit uniform mechanical properties in all directions (this is what we have considered so far in the previous units)
  • But this is not true for biological materials
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3
Q

State the symbols used to represent stress, strain, shear stress and shear strain

A
  • σ = stress
  • ε = strain
  • τ = shear stress
  • Φ = shear strain
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4
Q

So far in the previous units what type of loading has been considered?

A

Axial loading - loads that are applied along a geometric axis of the structure under load. It may be compressive or tensile.

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5
Q

What type of loading do structures normally undergo and therefore will be covered in this unit?

A

Structures normally undergo much more complex loading than just axial loading that results in shearing stresses, bending stresses, and torsional stresses

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6
Q

When do axial stresses occur and give an example of both types of axial stresses

A

Axial stresses occur when a material is subjected to tensile or compressive forces acting along a geometric axis.

  • An example of tensile stresses is those which arise in the radius and ulna when an object is lifted
  • An example of compressive stresses is those which arise in the vertebrae that are supporting the upper body mass
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7
Q

Define what axial stress is

A

This is the force per unit area

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8
Q

State the equation for axial stress

A
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9
Q

Define what axial strain is

A

This is the ratio of the change in length to the original length

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10
Q

State the equation for axial strain

A
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11
Q

For an elongation and a compression which is termed as +ve and which is -ve ?

A
  • +ve for elongation
  • -ve for compression
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12
Q

What does the ability of a material to resist elongation and compression depend on ?

A

Its stiffness - given by its youngs modulus

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13
Q

Define what youngs modulus is

A

This is the ratio of the stress to strain

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14
Q

State the equation for youngs modulus

A
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15
Q

Do SAQ 1 pg. 3 stress analysis unit 4

A

Ans in workbook

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16
Q

Define what shear stress is

A

It is defined as being equal to the magnitude of the shearing force divided by the sheared area

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17
Q

What causes shear stress to occur and give some examples of situations in which they would occur in

A

Shear stresses are caused by forces acting in oppposite directions to shear ot slip surfaces or planes within a material

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18
Q

State the equation for calculating shear stress

A

SI units = Pa

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19
Q

What will a material undergoing shear stress also undergo?

A

An angular deformation known as shear strain

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20
Q

Define shear strain

A

This is the angle sheared

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21
Q

What units are used when calculating shear strain ?

A

Radians NOT degrees

Think strain still essentially has no units if you consider the units for modulus of rigidity (G)

22
Q

What is the equation used to calculate the shear strain ?

A

Note it is the very bottom equation to remember:

shear strain = x / d

23
Q

Do worked example on pg. 5 stress analysis unit 4

A

Ans in workbook

24
Q

Define what shear strength is

A
  • This is the max shear stress that the material can withstand before fracturing
  • e.g. this is how you cut paper with scissors as you apply a shear stress equal to the shear strength of the paper in order to cut it
25
Q

State the equation for calculating the shear strength of a material

A
26
Q

What is the shear modulus known as and what is it equal to?

A

The modulus of rigidity - this is equal to the gradient of the shear-stress / shear-strain curve up to a limiting stress

27
Q

State the equation for calculating the modulus of rigidity

A

Or G = τ / Φ

28
Q

What are the SI units of modulus of rigidity?

A

Pa (pascal)

29
Q

What does all tensile and compressive forces (axial loading) give rise to ?

A

They also give rise to shear stresses as well as axial ones

30
Q

At what angle does the largest shear stress occur to the axial loading placed on a material and what is it equal to?

A
  • In the planes at 45 degrees to the axial loading
  • The largest shear stress is equal to half the axial loading here
31
Q

State the equation used to calculate the maximum shear stress and state its units

A

SI untis = Pa or N m-2

32
Q

Although the max shear stress arising in a material is half that acting axially on the material, why might the shear stress still be the limiting factor in which results in fracturing/ breaking of the material?

A

Because the material may be lss than half as strong in shear as it is axially

33
Q

Why does cortical bone tend to break at 45 degrees when an axial applied compressive load is placed on it ?

A

Because cortical bone is < half as strong in shear than in compression

34
Q

Do worked example, SAQ 2 & 3 pg. 7 stress analysis unit 4

A

Ans in workbook

35
Q

When do bending stresses arise in a material ?

A

They arise when a material is acted upon by forces and moments that tend to bend or curve it. Causing one side to be elongated and the other to be compressed

36
Q

What are the 2 main forms of bending which occur ?

A

Cantilever and 3-point bending

37
Q

Describe how the stresses and strain vary long the length of a material e.g. a bar when it is subjected to a bending load

A

The strain (and therefore the stress) is greatest at the surfaces of the bar/ material since the elongation and compression is greater at the surfaces. Then as you move centrally from either the elongated or compressed side to the centre of the bar / material the strain and stresses will decrease until you reach the neutral axis or the neutral layer / plane where they will be 0

38
Q

Define what the neutral plane is

A

This is the plane in a material where there is neither tensile or compressive stresses

39
Q

Where does the neutral axis lie in a material?

A
  • For structures with a symmetrical cross-section (e.g. circular or rectangular) it lies at the geometric centre.
  • For more complex structures the position of the neutral axis will depend on its geometry e.g. femur
40
Q

Do SAQ 4 pg. 8 stress analysis unit 4

A

Ans in workbook

41
Q

Consider how the stress in a beam varies e.g. a straight beam bent to form the arc of a circle

What can be done to find the variation in stress in the beam?

A
42
Q

State what the stress of any layer of a material is dependent on ?

A
  • It is dependent on its displacement from the neutral axis. The further the layer is from the axis, the greater the stress.
  • The max stress with therefore occur at the surfaces of the beam meaning the material will fail at the surfaces rather than within the material
43
Q

Do SAQ 5 pg. 9 stress analysis unit 4

A

Ans in workbook

44
Q

When a bar/ material is subjected to a bending load what must happen to ensure static equilibrium is maintained?

A

An internal moment known as the bending moment must balance the externally applied moments if static equilibrium is to be maintained

45
Q

Define what the bending moment is

A

It is a measure of the bending effect of an applied load at any point in a structure

46
Q

What rule must be applied to allow the bending moment to be calculated for any cross-section of a loaded bar?

A

By applying the principle of static equilibrium (specifically rotational equilibrium)

47
Q

Consider the example shown and write down how to calculate the bending moment

A
48
Q

What is the bending moment dependent on ?

A

The applied bending force and its displacement from the point of application of the bending force

49
Q

What can be drawn to illustrate the bending moment on a bar?

A

A bending moment diagram which is a graph of the bending moment against the distance along the bar.

The max magnitude for the bending moment occurs when the displacement (x), from the applied bending force (F) is equal to the length of the bar (L), that is M = FL

50
Q

Describe the sign convention of bending moments

A

Bending moments follow the sagging and hogging sign conventions

  • Bending moments that cause sagging of a beam are +ve
  • Bending moments that cause hogging of a beam are -ve