Innovative Test Technology and Test Procedures for Components
- f Railway Chassis
Innovative Test Technology and Test Procedures for Components of - - PowerPoint PPT Presentation
Innovative Test Technology and Test Procedures for Components of Railway Chassis Agenda (1) Introduction - Accidents, developments and current status (2) Testing and state-of-the-art test systems in 2019 (3) Perspective test systems (4) Test
Agenda
(1) Introduction - Accidents, developments and current status (2) Testing and state-of-the-art test systems in 2019 (3) Perspective test systems (4) Test standards (5) Summary
Elastomer Spring Mounted Construction of Railway Wheels The cause of this failure is a combination of high operational loading to a worn out railway wheel and a very high number of endured load cycles. The wheel was additionally fatigued by the friction between the wheel and the mounted rubber elements (fatigue crack).
Accidents – Eschede 1998
Prior to the introduction of rubber mounted wheels in 1992 neither a numerical estimation of fatigue strength
done even though this was possible at that time nor have sufficient driving tests been carried out. Suitable calculations would have shown risks of possible fracture initiation points enabling further fatigue tests and improvements for the construction. The significant differences between actual stresses on a standing and a rotating wheel have not been considered during the stress analysis on a standing wheel. The stress on a rotating wheel is significant higher. Consequence --> This construction was prohibited after the accident!
Accidents – Eschede 1998
Accidents – Cologne 2008
S E T - U P O F W H E E L S E T A X L E
wheel disks hollow bored shaft Fittings for transmission output shaft journal shaft journal
S T R E S S G R A D I E N T
Changing of diameter from press fit to axle Changing of diameter from shaft journal to press fit Press fit Moment gradient incl. torque
local tension σ < σzul local tension σ < σzul nominal tension S < Szul
C R I T I C A L A R E A O F W H E E L S E T A X L E
Press fit
Three-centre curve
Stress
Actual Strength (“Wöhler” curve)
Statistic frequency / Load cycles
Actual Stress (Collective) Calculated Load Assumption σ Allowed Tension σzul
>
pF
Stress and Load Assumption
pB
Historical Rotating Bending Test Machine from August Wöhler (1866)
G U I D A N C E O F W Ö H L E R
1. Dynamic loads stressing the component must be known. → Analysis of stress 2. Bearable stress level of used material must be known. → Strength 3. Material parameters for reliable stress calculations need to be known. 4. Effect of anomalies inside the component must be known, e.g. cuts, sharp edges and damaged surfaces
(1819 – 1914)
S I T U A T I O N
guidelines (i.e. EN)
with more than 50 years of age
constructions, higher loads)
Euro-Codes etc.) is hardly possible.
F U N D A M E N T A L S O F S T R E N G T H T E S T
EN 13260 - Produktanforderungen ORE Dokument B 136 Lastfälle, Werkstoffe, Gestaltung und Berechnung von Laufradsätzen bis 1979 DIN 5577 Gestaltung und Berechnung von Laufradsätzen 1990 Harmonisierung durch den Internationalen Eisenbahnverband (UIC) BN 421 022 Lastfälle, Werkstoffe und Berechnung von Treibradsätzen 1992 EN 13104 - Treibradsätze EN 13103 - Laufradsätze Lastfälle, Gestaltung, Werkstoffe und Berechnung 2000 UIC-Kodex 515 – 3 Lastfälle, Gestaltung, Werkstoffe und Berechnung vor allem Laufradsätze 1994
Nationale Regelwerke Der europäischen Bahnen
RESONANCE ROTATING BENDING
algorithms, < 0,3% inaccuracy
B E N D I N G M O M E N T D I S T R I B U T I O N / G R A D I E N T
s
F U N C T I O N A L P R I N C I P L E
Dynamic Decoupling Component
C O N T R O L O F R E S O N A N C E T E S T R I G
Regelbereich Frequenz Ampl.
Control Range
Fatigue testing with RESONANCE ROTATING BENDING
EVALUATION AND RESULTS after rotating bending test
Overview of component strength of wheelset axles, test data (average value), standardized verified and allowed tension
Example diagram* of test results shown in the „Wöhler“ curve (left) and as process sequence (right) of wheelset axles made of 34CrNiMo6 (rotating bending, shoulder Kt = 1,2, stem diameter 160 mm)
*Source: DB Systemtechnik, Minden
EVALUATION AND RESULTS after rotating bending test
Test System „EWALD“
GER: Fahrdynamischer Eisenbahnwellen Rißausbreitungs- und Lebensdauer Prüfstand ENG: Driving-Dynamic Railway Shaft Crack Growth and Fatigue Life Time Test Machine
environmental conditions in VHCF range. Possible tests are:
shaft type and size.
Description of EWALD
Functional principle:
Load Transmission F F Support Bearing Force Transmission
Rotation
Adjustable for different axles, e.g.:
Tram InterCityExpress (ICE)
Technical Data:
Size:
l = 4.200 mm; w = 1.800 mm; h = 2.100 mm
Weight:
17 t
Input Power:
250 kW
Test load:
2 x 1.000 kN
Reference Torque:
200 kNm
Nominal Speed:
2.500 U/min (41 Hz)
Bearing:
lubricated and cooled by external oil circulation
Lifetime of Bearing:
13.000 h (2,496 x 109 load cycles)
Sensor System:
4 x force transducer, every 450kN
(2 per force transmission)
2 x displacement transducer
(1 per force transmission)
8 x temperature sensor 4 x tri-axial accelerometer 4 x volume flow sensor to control oil flow
BEARING TEST RIGS specified to „High Speeds“ and „High Loads“
±Fa ±Fa ±Fr ±Fr Prüflager Prüflager Supportlager Supportlager
Test Bearing Test Bearing Support Bearing Support Bearing
Functional principle:
EN12082 - Test Rig Specification:
Test rig „Heavy Duty“
for fatigue testing of roller bearings used in railway rolling stock
The dynamic railway bearing test system is a multi-axial rotating bending test system for applying of static and dynamic wheel loads and axial loads. Rotation speed is freely adjustable. Size: l = 5.700 mm; w = 3.400 mm; h = 3.600 mm Weight: 19,5 t Input Power: 100 kW Test load Fz: 2 x 300 kN servo-electric Test load Fy: 2 x 150 kN servo-electric Nominal Speed: 3.000 U/min (50 Hz) Bearing: lubricated and cooled by external oil circulation Sensor System: 4 x force transducer, 300 kN and 150kN 4 x displacement transducer 8 x temperature sensor 4 x tri-axial accelerometer 4 x volume flow sensor to control oil flow
Test rig „Heavy Duty“
for fatigue testing of roller bearings used in railway rolling stock
Test rig „High Speed“
for fatigue testing of roller bearings used in railway rolling stock
The dynamic railway bearing test system is a multi-axial rotating bending test system for applying of static and dynamic wheel loads and axial
Size: l = 5.500 mm; w = 2.800 mm; h = 3.000 mm Weight: 14,5 t Input Power: 100 kW Test load Fz: 2 x 150 kN servo-hydraulic Test load Fy: 2 x 30 kN servo-hydraulic Nominal Speed: 4.000 U/min (66 Hz) Bearing: lubricated and cooled by external oil circulation Sensor System: 4 x force transducer, 150 kN and 50kN 4 x displacement transducer 8 x temperature sensor 4 x tri-axial accelerometer 4 x volume flow sensor to control oil flow
Test rig „High Speed“
for fatigue testing of roller bearings used in railway rolling stock
Crack growth analysis on wheelset axles,
test-setup with resonance rotating bending
60 rpm (fulling elastomer)
125 kN (alternating)
125 kN (alternating)
40.000 Nm
TESTPILOT
3-axial test and measurement system for railway elastomer-wheels
Fatigue testing of wheel tires
pulsator up to 100 Hz
gauges on the wheel tire
Perspective test system
components with:
with large strokes and high forces
resonance drive
Perspective test system
Introduction of testing according to standards DIN EN 13260 (Press Fit Fatigue Test) DIN EN 13261 (Shaft Fatigue Test) DIN EN 13262 (Wheel Fatigue Test)
Test system according to standards RESONANCE ROTATING BENDING
Integrated calibration device for carrying out calibration works according to standards:
Control of bending moment
bridges continuously and runs the system near its natural (resonance) frequency.
resonance frequency
The tests are performed in a frequency range between 12 Hz and 28 Hz.
Characterization of „Interference Fit“ Test DIN EN 13260
the edge of the interference fit, which are calculated from Force*Lever arm and the axle’s diameter in the interference fit.
determined using a wheelset instrumented with a strain gauge
10.000.000 load cycles without any cracks or fractures.
Characterization of „Free Surface“ Test DIN EN 13261:
stress relating to the edge of the press fit. The diameter of the shaft shall be used for calculating the section modulus respectively σnominal
maximum local stresses in the radius near the press fit (identify maximum local stress)
gage chain, comprising 10 measuring grids (4/120LY11). By a static calibration the location of maximum local stresses is determined and thus the reference gauge is determined.
using the reference gauge.
local stresses of 200 Mpa over 10.000.000 load cycles without any cracks or fractures.
Characterization of „Wheel FatigueTest DIN EN 13262” :
stresses measured in the critical area of the wheel.
array will be glued critical position
be glued in a critical position
Mpa over 10.000.000 load cycles without any cracks or fractures.
Critical Radial Position
Characterization of „Wheel FatigueTest DIN EN 13262”
Identification of Critical Radial Position Rosette in Critical Radial Position
Identification of bending moment to adjust 240 MPa radial Stress
Characterization of „Wheel FatigueTest DIN EN 13262” stress measured by rosette-application
Static calibration
Dynamic calibration
Evaluation of static and dynamic calibration
For example:
Static calibration diagram: 240 MPa = 155.127 Nm (100%) Dynamic calibration diagram at 16 Hz: 240 MPa = 160.852 Nm
1,037 Test parameter in software: 240 MPa = Static bending moment x Dynamic factor
Fatigue limits of reduced test pieces according to prEN 13261:2018
comparison if value is in accordance with the EN13261 standard: RfL = Fatigue limit of unnotched surface RfE = Fatigue limit of notched surface
extensive component testing.
Bending Test Systems (e.g. tests according to standards DIN EN 13260, 13261, 13262)
additional safety. “EWALD” test system was developed by SincoTec to perform the tests.
fatigue testing of railway bearings besides the standard tests of axles.
Summary