Ground Conditions & Track Stiffness (brief) Flashcards

1
Q

What do the train bogies provide?

A

The suspension system of the train

They act as a hydraulic damper

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2
Q

Is this an articulated or non-articulated bogie?

A

Articulated

Power car has two bogies, but carriages have one (between carriage connections)

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3
Q

Is this an articulated or non-articulated bogie?

A

Non-articulated

Each carriage has two bogies

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4
Q

Name an advantage and disadvantage of articulated bogies?

A

Advantage - more stable at high speeds

Disadvantage - track is loaded more, as the carriage loads are not split between two bogies

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5
Q

What is ‘hunting’, and how is it counteracted in high-speed rail?

A

Hunting is where the bogies sway from side-to-side

In HSR, dampers between the carriages stiffen the bogies

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6
Q

What are the typical axle loads in the UK?

A

17.3 tonnes (high-speed trains)

25 tonnes (freight)

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7
Q

What is the total stress at any point within the geomaterials comprised of?

A

The stress from the static weight (w), and the stress from the axle load

NB. diagram shows static load, dynamic much higher

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8
Q

What does this equation represent?

A

Static weight (w)

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9
Q

Why is the axle load contribution quickly reduced through the granular layers?

A

Because of the high stiffness in these layers

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10
Q

What does a low support stiffness result in?

A
  • High track deflections
  • Axle shape ‘loses definition
  • Causes big ‘displacement bowl
  • Rail doesn’t return to original position before next set of axles
  • High ballast and subgrade plasticity (ie. settlement)
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11
Q

What does a high support stiffness result in?

A
  • Low track deflections (sleeper not bending)
  • Clearly defined pulses from the individual axles
  • Rail returns to original position
  • High sleeper/ballast contact forces
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12
Q

Describe principal stress rotation

A
  • Vertical stress/major principle stress (σ_1) changes angle as the wheel moves across the sleeper
  • Due to direction of load distribution through the granular material
  • As a result, the major and minor principle stresses are constantly rotating
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13
Q

What does high principle stress rotation cause?

A

High settlement

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14
Q

What does this equation represent?

A

Relationship between running dynamic load and static load

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15
Q

What is beam on elastic foundation (BOEF)

A
  • An analytical track model
  • Considers load moving across a beam, supported on a series of elastic supports
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16
Q

What does this equation represent?

A

The solution for rail deflection for a distance x along the rail from a single point load P

E = modulus of elasticity,
u = foundation modulus/modulus of elasticity of the track support
x,y = rail deflection

17
Q

What does this equation represent?

A

The supporting line force

NB. use radians not degrees in the equations

18
Q

What do these equations represent?

A

They are derivations of y(x) (rail deflection)

  1. slope (at any distance along the rail from the point load)
  2. bending moment (at any…)
  3. shear force (at any…)
19
Q

What do these equations represent?

What can F_m be used to estimate?

A

The max. values for deflection/BM/supporting line force

Can be used to estimate the upper bound value of the rail seat load (Q_m)

20
Q

What can the upper bound value of the rail seat load (Q_m) be used to estimate?

A

The ballast pressure on the sleeper

21
Q

How can vertical stress distribution be estimated?

A

Using vertical stress distribution charts

22
Q

What is the principle of superposition used for?

A
  • Can superimpose/add together single axle results
  • Should end up with a ‘w’ shape
  • Can use because elastic properties
  • For calcs, should only need to compute one side (other side is mirror image)
23
Q

What is track modulus, and how does it differ to overall stiffness?

A

Track modulus is the vertical stiffness of the rail foundation (below the rail):
- it is highly non-linear

Overall stiffness covers the rail as well:
- the EI term (flexural stiffness of rail) in track modulus takes out track stiffness from consideration
- modulus doesn’t calculate the stiffness the train feels

24
Q

What does this equation represent?

A

Track stiffness (k)

y_m = max. deflection directly under force P

25
Q

What does this equation represent?

A

Track modulus (u)

Note the [P/y_m] term is track stiffness (k)

26
Q

What does higher track modulus represent?

A

Better track formation, giving better track performance

However, issues (e.g. inducing rolling contact fatigue in the rail) can develop if u is too high

27
Q

What value of track modulus is considered ‘average’, according the AREMA?

A

u = 28 MPa

28
Q

What is simple elastic theory used to estimate?

A

Stresses under the sleeper (because subgrade material response is non-linear)

29
Q

What does this equation represent?

A

Calculating stress (vertical) from a point load Q on the surface of an elastic medium

30
Q

What is the optimum values of track stiffness, according to German standards?

A
31
Q

What can happen if track stiffness is too low?

A

Plasticity can develop:
- very high rail bending
- can break the bottom of the rail (where footings are)

32
Q

What can happen if track stiffness is too high?

A

Plasticity can develop:
- cause issues at the top of the rail, like rolling contact fatigue

33
Q

What is track receptance?

A

It is the ‘opposite’ of stiffness:
- inverse of dynamic stiffness wrt the transmission of vibration from track to ground and/or structure
- very local
- looks at the contribution of different frequencies to the overall response

34
Q

What instrument is used to measure dynamic sleeper support stiffness?

A

Falling weight deflectometer