Lecture 7 - Wheel-rail interaction Flashcards

1
Q

Coordinate System for Rail Vehicles

A

X: Vehicle longitudinal direction = driving direction
Y: Vehicle lateral direction
Z: Vehicle vertical direction

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2
Q

Vehicle Elements

A

Main part: vehicle structure + underframe = carbody
Running gear: Secondary suspension, bogie frame, primary suspension, bearing, wheelset
Vehicle interior equipment

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3
Q

Draw and identify vehicle and track elements (Figure 7.1 )

A

Identify

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4
Q

Track Elements

A

Superestructure: rail, rail fastening, sleeper, ballast
Foundation: blanket, formation level, subsurface

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5
Q

Track layout

A

Is the spatial location of the track axis (track center line) on the ground
Note: top view of a layout looks like an L with a curve
Elevation profile of a layout has the Z and the X

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6
Q

Types of Open Superstructures

A

Sleeper pads for ballasted superestructure: concrete sleepers, wooden sleepers and plastic sleepers
Elastic support for the ballastless superestructure: Solid ballastless track, special constructions

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7
Q

Purpose of the Open Superstructure Elements

A

Sleepers: keep rails spaced to the correct gauge, distribution of the loads over large surfaces, vibration protection, ballast protection
Ballast: can compensate subsurface settlement, drainage of water, regular filling and cleaning necessary (expensive), edge wear, hence replacement necessary (expensive)
Solid ballastless tack: requires low-settling of the subsurface, drainage necessary, higher adquisition costs, lower maintenance costs, additional structure noise reduction necessary

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8
Q

Types of Sleepers and explain them

A

Wooden sleepers: expensive, structure-borne noise insulating, toxic, rot risk
Plastic sleepers: cheaper, structure-borne noise insulating, longer lasting, mostly at rail switches
Concrete sleepers: cheaper, structure-borne noise conducting

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9
Q

Draw and identify wheelset elements (Figure 7.2)

A

Identify

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10
Q

Draw and identify Identify Wheel Profile for Main Line and Metro Railways (Figure 7.3)

A

Identify

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11
Q

Main dimensions of Wheel Profiles for Main line

A

Flange thickness = Flange width: d = e > 32 mm
Flange height h = 28 mm
Wheel width: 135 mm
Flange angle ymax : 70º

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12
Q

Draw and identify Wheel Profile for trams (picture 7.4)

A

identify

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13
Q

Main dimensions of Wheel Profiles for Tramway

A

Flange thickness = Flange width: d >= e > 20.5 mm
Flange height h >= 20 mm
Wheel width: 87.5 - 125 mm
Flange angle ymax : 66-76º

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14
Q

Wheelset geometry according to EBO

A
min             max
Wheelset gauge: 1410 mm - 1426 mm
back to back dimension: 1357 - 1363 mm
Wheel width: 133 - 140 mm
flange width: 22 - 33 mm
flange depth: 26 - 36 mm
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15
Q

Draw and identify elements of the Wheelset geometry (Figure 7.4)

A

Identify

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16
Q

Draw and identify elements of the Rail Profile (Figure 7.5)

A

Identify

17
Q

Draw and identify elements of the Grooved Rail Profile (Figure 7.6)

A

Identify

18
Q

Wheelset on Track: Main Line nominal values and tolerance range

A

Nominal value / Tolerance range
Wheelset gauge s: 1425 mm / 1410 - 1426 mm
Track gauge S: 1435 mm / 1430 - 1470 mm
Gauge play S - s: 10 mm / 4 - 60 mm

19
Q

Draw and identify elements of the track geometry with deep/shallow-groove rails (Figure 7.7)

A

Identify

20
Q

Which are the possible Wheel-rail contact situations? Draw them (Figure 7.8)

A
1 point tread contact
1 point flange contact
2 points flange contact
2 points wheel back contact
1 point shallow groove contact