vibration and shock tests railway applications
TRANSCRIPT
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3E02444ST Issue 1 of 09 october 2018
This test report only concerns equipment submitted for testing.
SOPAVAL- RUE ANTOINE DE LAVOISIER– ZAE LES DIX MUIDS– 59770 MARLYCedex www.sopemea.fr - Tél : 03 27 21 13 40– Fax : S.A.S. au capital de 400.000 € - RCS Valanciennes B 432.170.512– Code APE 7120B
The reproduction of this test report is only permitted in its full form. It includes 67 pages. Reproduction is prohibited without the authorization of SOPAVAL.
TESTS REPORT
3E02444ST Issue 1
This test report supersedes our report 3E02444ST of 06/09/2018
VIBRATION AND SHOCK TESTS Railway applications – Environmental conditions for
equipment Part 3: Equipment for signaling and telecommunications
COMPANY: nVent
Certified accurate for SOPAVAL MARLY 09/10/2018
DUHEM Guillaume Ingénieur d’affaire
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CONTENTS
Page
1. GENERAL PART ............................................................................................ 3
1.1 ORDER ISSUER ................................................................................................ 3
1.2 ORDER NUMBER AND ORDER DATE ................................................................... 3
1.3 TEST PERFORMANCE DATE .............................................................................. 3
1.4 COMMERCIAL CONTACT ................................................................................... 3
2. EQUIPMENT PRESENTED FOR TESTS ....................................................... 4
3. TEST PROGRAM AND SUMMARY RESULTS ............................................. 5
4. VIBRATION AND SHOCK TESTS ................................................................. 6
4.1 TEST PROGRAM ............................................................................................... 6
4.2 TEST RESULTS ................................................................................................ 6
4.3 CONCLUSION .................................................................................................. 6
APPENDICES ............................................................................................................. 7
APPENDIX 1 ............................................................................................................... 8
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1. GENERAL PART
1.1 ORDER ISSUER
nVent Z.I. 4 RUE DU MARAIS 67660 BETSCHDORF
1.2 ORDER NUMBER AND ORDER DATE
Reference 3E02444ST Issue 1: order No. 4502273669 of 2018-07-09
1.3 TEST PERFORMANCE DATE
Tests performed from 10/08/2018 to 13/08/2018
1.4 COMMERCIAL CONTACT
Your commercial contact for this affair is Sandrine MENARD Tel: 03 27 21 59 84 Email: [email protected]
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2. EQUIPMENT PRESENTED FOR TESTS
DESIGNATION PART NUMBER SERIAL NUMBER
See report in appendix 1E31741M2 Issue 1 of 04/10/2018
Description: Modular Bay Manufacturer: nVent Model: Outdoor modulaire 10149-337 Product description:
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3. TEST PROGRAM AND SUMMARY RESULTS
The test program, designated by the representatives of nVent, is defined in IEC 61963-3 (table 5d class 1).
TESTS RESULTS PARAGRAPH
Vibration and shock tests
Tests are fully performed according to prescriptions. No observation on the equipment was reported during the tests.
4.3
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4. VIBRATION AND SHOCK TESTS
4.1 TEST PROGRAM
See report in appendix 1E31741M2 Issue 1 of 04/10/2018
4.2 TEST RESULTS
See report in appendix 1E31741M2 Issue 1 of 04/10/2018
4.3 CONCLUSION
4.3.1. TEST PROGRAM CARRIED OUT
Tests are fully performed according to prescriptions.
« Insérer les courbes de pilotage avec les gabarits d’essais permettant de justifier la conclusion sur le respect du programme »
4.3.2. PERFORMANCE OF THE EQUIPMENT SUBMITTED FOR TESTING
No observation on the equipment was reported during the tests.
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APPENDICES
TITLE COMMENTS PAGE NUMBER
Appendix 1 Test report 1E31741M3 Issue 1 of 04/10/2018
8
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APPENDIX 1
Test report 1E31741M2 Issue 1 of 04102018
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This test report only concerns equipment submitted for testing.
SOPEMEA- 5 rue du Général Valérie Andrée– BP 48– 78142 VELIZY- VILLACOUBLAY Cedex www.sopemea.fr - Tél : 01 45 37 64 64– Fax : 01 46 30 54 06 S.A.S. au capital de 5.263.056 € - RCS Versailles : B 709.802.557– Code APE 7120B
The reproduction of this test report is only permitted in its full form. It includes 58 pages. Reproduction is prohibited without the authorization of SOPEMEA.
TESTS REPORT
1E31741M2 Issue 1
This test report supersedes our report 1E31741M2 of 31/08/2018
VIBRATION AND SHOCK TESTS Railway applications – Environmental conditions for equipment –
Part 3 : Equipment for signaling and telecommunications
COMPANY: SOPAVAL
Certified accurate for SOPEMEA VELIZY- VILLACOUBLAY 04/10/2018
MARTY Lisbeth
Ingénieur d'Essais
1E31741M2 Issue 1 of 04 october 2018
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CONTENTS
Page
1. GENERAL PART ............................................................................................ 3
1.1 ORDER ISSUER .............................................................................................. 3
1.2 ORDER NUMBER AND ORDER DATE ................................................................ 3
1.3 TEST PERFORMANCE DATE ............................................................................ 3
1.4 COMMERCIAL CONTACT ................................................................................ 3
2. EQUIPMENT PRESENTED FOR TESTS ....................................................... 4
3. TEST PROGRAM AND SUMMARY RESULTS ............................................. 6
4. VIBRATION AND SHOCK TESTS ................................................................. 7
4.1 TEST PROGRAM ............................................................................................ 7
4.2 PROCEDURE ................................................................................................. 9
4.3 TEST RESULTS ........................................................................................... 13
APPENDICES ........................................................................................................... 22
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1. GENERAL PART
1.1 ORDER ISSUER
SOPAVAL RUE ANTOINE LAURENT DE LAVOISIER - ZAE LES DIX MUIDS 59770 MARLY
1.2 ORDER NUMBER AND ORDER DATE
Reference 1E31741M2 Issue 1: order No. ACD301048 of 2018-07-25
1.3 TEST PERFORMANCE DATE
Tests performed from 10/08/2018 to 13/08/2018.
1.4 COMMERCIAL CONTACT
Your commercial contact for this affair is Damien RIFFAUD Tel: 01 45 37 64 68 Email: [email protected]
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2. EQUIPMENT PRESENTED FOR TESTS
SOPAVAL for nVent submits the following equipment for testing :
DESIGNATION PART NUMBER SERIAL NUMBER
Outdoor MODULAR cabinet 29U
10149-337 (**) -
(**) Part Number provided by the customer after the tests but not noticed by SOPEMEA.
Photograph n°1 : Outdoor modular cabinet 29U without the ballasts (closed).
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Photograph n°2 : Outdoor modular cabinet 29U without the ballasts (opened)
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3. TEST PROGRAM AND SUMMARY RESULTS
The test program, designated by the representatives of SOPAVAL, is defined in paragraph 4.1.
TESTS RESULTS PARAGRAPH
Vibration and shock tests
Tests are fully performed according to prescriptions. No observation on the equipment was reported during the tests.
4.3
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4. VIBRATION AND SHOCK TESTS
4.1 TEST PROGRAM
4.1.1. PROGRAM A : RANDOM VIBRATION TESTS
STANDARD OF REFERENCE: EN 50125-3 §4.13.1 table 5 appendix C4
Frequency in Hz PSD in (m/s²)²/Hz PSD in g²/Hz
5 0.02 0.00020782
10 0.0195028 0.00020266
20 0.01854517 0.0001927
30 0.01763457 0.00018324
40 0.01676868 0.00017425
50 0.0159453 0.00016569
60 0.01516236 0.00015755
70 0.01441786 0.00014982
80 0.01370991 0.00014246
90 0.01303673 0.00013547
100 0.0123966 0.00012881
200 0.00749276 7.7858E-05
300 0.00452878 4.7059E-05
400 0.00273729 2.8443E-05
500 0.00165448 1.7192E-05
600 0.001 1.0391E-05
2000 0.001 1.0391E-05
RMS acceleration: 0.234 g (2.3 m/s²) Test duration per axis: 2 h The slope between 5 and 600 Hz is -0.0218 dB/Hz. Number of axes: 3 (OX, OY, OZ) Configuration
The equipment is not powered during the tests. Checks
Visual checks are carried out by the representative of nVent and the technician of SOPEMEA.
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4.1.2. PROGRAM B : SHOCK TESTS
STANDARD OF REFERENCE: EN 50125-3 §4.13.2 table 6 Pulse shape: half-sine Duration: 11 ms
Direction vertical - vertical
Amplitude in m/s² 20 20
Amplitude in g 2.04 2.04
Number of shocks 1 1
Configuration
The equipment is not powered during the tests. Checks
Visual checks are carried out by the representative of nVent and the technician of SOPEMEA.
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4.2 PROCEDURE
4.2.1. TEST EQUIPMENT USED
Test facility
DESIGNATION INTERNAL REF. VALIDITY ± 1 MONTH
Electrodynamic exciter KV1315 14/09/2018
Control
DESIGNATION MANUFACTURER TYPE NUMBER VALIDITY
± 1 MONTH
Servo system DATA PHYSICS ISTPIL5 SSN99001 25/08/2018
Accelerometer ENDEVCO 224c CPI90037 05/10/2018
Conditioner SOPEMEA ASS02U ACP85003 05/10/2018
Accelerometer ENDEVCO 224C CPI98003 05/10/2018
Conditioner SOPEMEA ASS02U ACP85005 05/10/2018
Accelerometer BRUEL & KJAER 4383 CPI90001 05/10/2018
Conditioner TELEMECANIQUE ASS01 ACP76005 05/10/2018
Measurements
DESIGNATION MANUFACTURER TYPE NUMBER VALIDITY
± 1 MONTH
Accelerometer ENDEVCO 2226C CAP15006 21/06/2019
Accelerometer ENDEVCO 2226C CAP15010 21/06/2019
Accelerometer ENDEVCO 226C CAP76108 19/12/2018
Accelerometer ENDEVCO 226C CAP76051 19/12/2018
Charge amplifier
SOPEMEA ASS02 ACH78006 11/08/2018
Recorders and servitudes
DESIGNATION MANUFACTURER TYPE NUMBER VALIDITY
± 1 MONTH
Torque wrench FACOM S315DA CDD00001 18/09/2019
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4.2.2. TEST CONDITIONS
4.2.2.1 Orientation reference The equipment position is defined according to the axes of the orthogonal system shown in photograph below:
Photograph n°3 : Overall view along Longitudinal axis
4.2.2.2 Mounting The Outdoor Modular cabinet 29U is fixed using four M12 screws (class 8.8) tightened to 80 Nm torque, to a SOPEMEA tool made up of two « silat » type plates. The assembly is fixed to a rectangular plate 1.5 m x 1.5 m. The rectangular plate is attached to the test facility for the longitudinal and transversal axes. For the vertical axis, the rectangular plate is fixed to a transmitter attached to the test facility. The Outdoor Modular cabinet 29U is equipped with ballasts inside, the photograph n° 16, page 20 shows the various ballasts (positions and weights). the total weight of the ballasts is 400 kg.
T
V
L
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4.2.2.3 Random The tests are performed on a vibrator driven by a digital control system. The random vibration signals transmitted with a Gaussian distribution of the instantaneous values, are defined by their Power Spectral Density (PSD) G(f) and their frequency range df = f2 - f1. RMS acceleration is defined using the equation:
Γ̅² = ∫ 𝐺(𝑓). 𝑑𝑓𝑓2
𝑓1 with G(f) in g²/Hz and f in Hz
The vibration level is controlled at 2 reference points, on the maximum signal of the control accelerometers for each df considered.
4.2.2.4 Shocks The tests are performed on a vibration generator. The shock is defined by its pulse shape, its amplitude and pulse duration. The pre and post pulses are defined from the reference method used as a reference for the test. The measurement is performed on the filtered signal df = 2.5 - 2000 Hz of the reference accelerometer.
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4.2.2.5 Location of the measurement points Sensors are placed on the tested equipment. Their type, designation and location are described in the table hereafter.
DESIGNATION SENSOR TYPE LOCATION PHOTOGRAPH NO.
Point 1 Uniaxial
accelerometer
On the lower part of the Outdoor Modular cabinet 29U, at the front,
right side 6
Point 2 Uniaxial
accelerometer
On the upper part of the Outdoor Modular cabinet 29U, at the front,
right side 7
Point 3 Uniaxial
accelerometer
On the lower part of the Outdoor Modular cabinet 29U, at the front,
left side 8
Point 4 Uniaxial
accelerometer
On the upper part of the Outdoor Modular cabinet 29U, at the front,
left side 9
Témoin Uniaxial
accelerometer On one of « silat » plates, at front
left 11, 13 and 15
Control 1 Uniaxial
accelerometer On one of « silat » plates, at front
right 6, 10, 12 and 14
Control 2 Uniaxial
accelerometer On one of « silat » plates, at rear
left 8, 11, 13 and 15
4.2.2.6 Data acquisition and processing The signal delivered by the accelerometric measurement channels are recorded and restored by the digital control system. Measurement and processing parameters are reported on the graphs.
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4.3 TEST RESULTS
Personnel conducting the tests:
NAME FUNCTION
CEDOLIN Jean Michel Test technician
Persons attending the tests:
NAME COMPANY
Mr. GERTZ nVent
4.3.1. TESTS SCHEDULE
A drawing of the Outdoor Modular cabinet 29U equipped with ballasts, provided by nVent is presented in appendix 1. The acceleration recordings are presented in appendix 2.
DATE AXIS PROGRAM DURATION GRAPH NO COMMENTS
10/08/2018 L A 2 h 1 – 5 Random vibration test : figure C.4. Nothing to report. Visual checks after the test : nothing to report
10/08/2018 T A 2 h 6 – 10 Random vibration test : figure C.4. Nothing to report. Visual checks after the test : nothing to report
13/08/2018 V A 2 h 11 – 15 Random vibration test : figure C.4. Nothing to report. Visual checks after the test : nothing to report
13/08/2018 V B 1 shock / direction
16 - 32 Shock tests : 2.04 g 11 ms. Controlling at Control 1. Positive shock : the control accelerometer is disturbed during the post lobe. Negative shock : the control accelerometer is strongly disturbed during shock application. Visual checks after the test : nothing to report
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4.3.2. PHOTOGRAPHS OF THE TESTS
Photograph n°4 : Overall view along Transverse axis
Photograph n°5 : Overall view along Vertical axis
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Photograph n°6 : View of Control 1 and Point 1 along Longitudinal axis
Photograph n°7 : View of measurement Point 2
Point 1
Control 1
Point 2
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Photograph n°8 : View of Control 2 and Point 3 along Longitudinal axis
Photograph n°9 : View of measurement Point 4
Point 3
Control 2
Point 4
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Photograph n°10 : View of Control 1 along Longitudinal axis
Photograph n°11 : View of Control 2 and Witness along Longitudinal axis
Control 1
Control 2 Witness
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Photograph n°12 : View of Control 1 along Transverse axis
Photograph n°13 : View of Control 2 and Witness along Transverse axis
Control 2 Witness
Control 1
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Photograph n°14 : View of Control 1 along Vertical axis
Photograph n°15 : View of Control 2 and Witness along Vertical axis
Control 2 Witness
Control 1
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Photograph n°16 : Distribution of the ballasts inside the cabinet
25 kg 25 kg
25 kg 25 kg
60 kg
90 kg 150 kg
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4.3.3. CONCLUSION
4.3.3.1 Test program carried out Tests are fully performed according to prescriptions.
4.3.3.2 Performance of the equipment submitted for testing No observation on the equipment was reported during the tests.
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APPENDICES
TITLE COMMENTS PAGE NUMBER
Appendix 1 Drawing of the cabinet 23
Appendix 2 Acceleration recordings 25
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APPENDIX 1
Drawing of the cabinet
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last save17/08/2018
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±0.1 mm±0.1 mm±0.2 mm±0.3 mm±0.5 mm±0.8 mm
Tolerance LimitsTolérancesCorresp. Tol.
400 < X ≤1000 mm 120 < X ≤ 400 mm 30 < X ≤ 120 mm 6 < X ≤ 30 mm 3 < X ≤ 6 mm 0.5 < X ≤ 3 mm
±1.2 mm
nominal size range
Tolérance généraleGeneral Tolerance
ISO 2768-mK
1000 < X ≤2000 mm
1300
162
9
AA
2
10
7
128
615
600
455
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383
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1136,00 1064,00
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8xfront + 4xrear fixing points: 64230-023, 60130-108, 60118-405 torque: 10Nm
11
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18
17
25
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26
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419
ITEM NO. PART NUMBER DESCRIPTION Standard/QTY.
1 21149-232_BET FRAME OUTDOOR 29U 1300W 600D 12 21149-239_BET BASE PLINTH ASSEMBLY 100H 1300W 600D 13 21149-297_BET BOTTOM PLATE AL 1300W 600D KIT 14 21149-197_BET CABEL ENTRY PLATE KIT 15 21149-199_BET CABEL ENTRY PLATE ICOTEK KIT 16 21149-299_BET CLOSING PLATE KIT 27 21149-310_BET RIGHT PANEL ST/AL 29U 600D 18 21149-309_BET LEFT PANEL ST/AL 29U 600D 19 21149-312_BET REAR PANEL ST/AL 29U 1300W 110 21149-317_BET TOP COVER VENT AL/AL 1300W 600D 111 21149-345_BET 2 VENTILATORS 24V KIT 112 21149-267_BET DOOR VENT ST/AL 29U 1300W 113 60149-479_BET FILTER M5 430X600X25 214 21149-250_BET LAPTOP SHELF KIT 115 ADP2_DZI DATA POCKET, LARGE 305X305 117 21149-334_BET DEPTH MIDDLE BRACKETS 600D 118 21149-336_BET VERTICAL MIDDLE BRACKETS 29U 119 21149-266_BET DEPTH MEMBERS 600D 1220 21149-274_BET BATTERY SHELF 600D 122 23130-032_BET PANEL/SLIDE MOUNT 19'' 29U ALZ 223 23130-031_BET PANEL/SLIDE MOUNT 19'' 24U ALZ 225 23130-104_BET SLIDE RAIL STD 500D 2PCS 426 23130-121_BET SLIDE RAIL 500 HEAVY LOAD( 2X) 2
....
Pièce de baseBasic-part
10149-337 _BETModèle 3D / 3D-Model
Epaisseur /Thickness
g
A NA
GERTZ
10149-337 _BET
Title
Taille du tab. Tab. Range
Utilisation initialeInitial use
OUTDOOR MODULAIRE CHARGEE 400 KG
OUTDOOR MODULAR LOADED 400KG
SurfaceSurfaceOUTDOOR 1:15 Volume
Volume
MatièreMaterial
IndexRev.
DateDate
NomName
ECO-NoECO-No
Libérer / Approved
Norme / Conformity
Vérifier / Checked
Dessiner / Drawn
No du planDrawing no.
PageSheet
EchelleScale
Désignation
06/08/2017
Std Origin Item: 10149-337 _BET
MasseMassmm² mm³
Tab.variante
Tab.variants
1/1
Dimensions en mmDimensioning in mm
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APPENDIX 2
Acceleration recordings
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Graph n° 1
A : RX:0.231408 RX+ RX- AX+ AX- CX:0.23239
1e-008
1e-007
1e-006
1e-005
0.0001
0.001
0.01
0.10.1
0 500 1000 1500 2000 Hz
(g)**2/Hz
Time : 10h41m28s
Test : 1E31741
Date : 10-Aug-18
Save ##35Level : 0 dB Duration : 7200 S
Fmin : 5 Hz Fmax : 2000 Hz Nlines : 801 df : 2.5 HzControl Type : Peak-Hold
NDOF : 148
Profile : C4VTL
- Random vibration tests : EN 50125-3 Figure C.4 -- Longitudinal axis -
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Graph n° 2
A : Control 1:0.20943 Control 2:0.215511
1e-008
1e-007
1e-006
1e-005
0.0001
0.001
0.01
0.10.1
0 500 1000 1500 2000 Hz
(g)**2/Hz
Time : 10h41m28s
Test : 1E31741
Date : 10-Aug-18
Save #35Level : 0 dB Duration : 7200 S
Fmin : 5 Hz Fmax : 2000 Hz Nlines : 801 df : 2.5 HzControl Type : Peak-Hold
NDOF : 148
Profile :
- Random vibration tests : EN 50125-3 Figure C.4 -- Longitudinal axis -
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Graph n° 3
A : Control 1:0.20943 Control 2:0.215511 Witness:0.231832
1e-008
1e-007
1e-006
1e-005
0.0001
0.001
0.01
0.10.1
5 10 100 1000 2000 Hz
(g)**2/Hz
Time : 10h41m28s
Test : 1E31741
Date : 10-Aug-18
Save ##35Level : 0 dB Duration : 7200 S
Fmin : 5 Hz Fmax : 2000 Hz Nlines : 801 df : 2.5 HzControl Type : Peak-Hold
NDOF : 148
Profile :
- Random vibration tests : EN 50125-3 Figure C.4 -- Longitudinal axis -
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Graph n° 4
A : Point 1:0.21828 Point 2:0.412735
1e-008
1e-007
1e-006
1e-005
0.0001
0.001
0.01
0.10.1
5 10 100 1000 2000 Hz
(g)**2/Hz
Time : 10h41m28s
Test : 1E31741
Date : 10-Aug-18
Save #35Level : 0 dB Duration : 7200 S
Fmin : 5 Hz Fmax : 2000 Hz Nlines : 801 df : 2.5 HzControl Type : Peak-Hold
NDOF : 148
Profile :
- Random vibration tests : EN 50125-3 Figure C.4 -- Longitudinal axis -
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Graph n° 5
A : Point 3:0.216153 Point 4:0.310608
1e-008
1e-007
1e-006
1e-005
0.0001
0.001
0.01
0.10.1
5 10 100 1000 2000 Hz
(g)**2/Hz
Time : 10h41m28s
Test : 1E31741
Date : 10-Aug-18
Save #35Level : 0 dB Duration : 7200 S
Fmin : 5 Hz Fmax : 2000 Hz Nlines : 801 df : 2.5 HzControl Type : Peak-Hold
NDOF : 148
Profile :
- Random vibration tests : EN 50125-3 Figure C.4 -- Longitudinal axis -
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Graph n° 6
A : RX:0.231408 RX+ RX- AX+ AX- CX:0.230823
1e-008
1e-007
1e-006
1e-005
0.0001
0.001
0.01
0.10.1
0 500 1000 1500 2000 Hz
(g)**2/Hz
Time : 14h03m45s
Test : 1E31741
Date : 10-Aug-18
Save #47Level : 0 dB Duration : 7200 S
Fmin : 5 Hz Fmax : 2000 Hz Nlines : 801 df : 2.5 HzControl Type : Peak-Hold
NDOF : 148
Profile : C4VTL
- Random vibration tests : EN 50125-3 Figure C.4 -- Transverse axis -
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Graph n° 7
A : Control 1:0.222277 Control 2:0.205794
1e-008
1e-007
1e-006
1e-005
0.0001
0.001
0.01
0.10.1
0 500 1000 1500 2000 Hz
(g)**2/Hz
Time : 14h03m45s
Test : 1E31741
Date : 10-Aug-18
Save #47Level : 0 dB Duration : 7200 S
Fmin : 5 Hz Fmax : 2000 Hz Nlines : 801 df : 2.5 HzControl Type : Peak-Hold
NDOF : 148
Profile :
- Random vibration tests : EN 50125-3 Figure C.4 -- Transverse axis -
Page n°32/58
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Graph n° 8
A : Control 1:0.222277 Control 2:0.205794 Witness:0.224238
1e-008
1e-007
1e-006
1e-005
0.0001
0.001
0.01
0.10.1
5 10 100 1000 2000 Hz
(g)**2/Hz
Time : 14h03m45s
Test : 1E31741
Date : 10-Aug-18
Save ##47Level : 0 dB Duration : 7200 S
Fmin : 5 Hz Fmax : 2000 Hz Nlines : 801 df : 2.5 HzControl Type : Peak-Hold
NDOF : 148
Profile :
- Random vibration tests : EN 50125-3 Figure C.4 -- Transverse axis -
Page n°33/58
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Graph n° 9
A : Point 1:0.219171 Point 2:0.467135
1e-008
1e-007
1e-006
1e-005
0.0001
0.001
0.01
0.10.1
5 10 100 1000 2000 Hz
(g)**2/Hz
Time : 14h03m45s
Test : 1E31741
Date : 10-Aug-18
Save #47Level : 0 dB Duration : 7200 S
Fmin : 5 Hz Fmax : 2000 Hz Nlines : 801 df : 2.5 HzControl Type : Peak-Hold
NDOF : 148
Profile :
- Random vibration tests : EN 50125-3 Figure C.4 -- Transverse axis -
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Graph n° 10
A : Point 3:0.209397 Point 4:0.533012
1e-008
1e-007
1e-006
1e-005
0.0001
0.001
0.01
0.10.1
5 10 100 1000 2000 Hz
(g)**2/Hz
Time : 14h03m45s
Test : 1E31741
Date : 10-Aug-18
Save #47Level : 0 dB Duration : 7200 S
Fmin : 5 Hz Fmax : 2000 Hz Nlines : 801 df : 2.5 HzControl Type : Peak-Hold
NDOF : 148
Profile :
- Random vibration tests : EN 50125-3 Figure C.4 -- Transverse axis -
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Graph n° 11
A : RX:0.231408 RX+ RX- AX+ AX- CX:0.231605
1e-008
1e-007
1e-006
1e-005
0.0001
0.001
0.01
0.10.1
0 500 1000 1500 2000 Hz
(g)**2/Hz
Time : 13h30m52s
Test : 1E31741
Date : 13-Aug-18
Save #60Level : 0 dB Duration : 7200 S
Fmin : 5 Hz Fmax : 2000 Hz Nlines : 801 df : 2.5 HzControl Type : Peak-Hold
NDOF : 148
Profile : C4VTL
- Random vibration tests : EN 50125-3 Figure C.4 -- Vertical axis -
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Graph n° 12
A : Control 1:0.215843 Control 2:0.210133
1e-008
1e-007
1e-006
1e-005
0.0001
0.001
0.01
0.10.1
0 500 1000 1500 2000 Hz
(g)**2/Hz
Time : 13h30m52s
Test : 1E31741
Date : 13-Aug-18
Save #60Level : 0 dB Duration : 7200 S
Fmin : 5 Hz Fmax : 2000 Hz Nlines : 801 df : 2.5 HzControl Type : Peak-Hold
NDOF : 148
Profile :
- Random vibration tests : EN 50125-3 Figure C.4 -- Vertical axis -
Page n°37/58
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Graph n° 13
A : Control 1:0.215843 Control 2:0.210133 Witness:0.445366
1e-008
1e-007
1e-006
1e-005
0.0001
0.001
0.01
0.10.1
5 10 100 1000 2000 Hz
(g)**2/Hz
Time : 13h30m52s
Test : 1E31741
Date : 13-Aug-18
Save ##60Level : 0 dB Duration : 7200 S
Fmin : 5 Hz Fmax : 2000 Hz Nlines : 801 df : 2.5 HzControl Type : Peak-Hold
NDOF : 148
Profile :
- Random vibration tests : EN 50125-3 Figure C.4 -- Vertical axis -
Page n°38/58
1E31741M2 Issue 1 of 04 october 2018
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Graph n° 14
A : Point 1:0.318296 Point 2:0.212529
1e-008
1e-007
1e-006
1e-005
0.0001
0.001
0.01
0.10.1
5 10 100 1000 2000 Hz
(g)**2/Hz
Time : 13h30m52s
Test : 1E31741
Date : 13-Aug-18
Save #60Level : 0 dB Duration : 7200 S
Fmin : 5 Hz Fmax : 2000 Hz Nlines : 801 df : 2.5 HzControl Type : Peak-Hold
NDOF : 148
Profile :
- Random vibration tests : EN 50125-3 Figure C.4 -- Vertical axis -
Page n°39/58
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Graph n° 15
A : Point 3:0.253179 Point 4:0.216158
1e-008
1e-007
1e-006
1e-005
0.0001
0.001
0.01
0.10.1
5 10 100 1000 2000 Hz
(g)**2/Hz
Time : 13h30m52s
Test : 1E31741
Date : 13-Aug-18
Save #60Level : 0 dB Duration : 7200 S
Fmin : 5 Hz Fmax : 2000 Hz Nlines : 801 df : 2.5 HzControl Type : Peak-Hold
NDOF : 148
Profile :
- Random vibration tests : EN 50125-3 Figure C.4 -- Vertical axis -
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Graph n° 16
Date : 13-Aug-18Test : 1E31741
Polarity : -Level : 0.0 dB (100%)Fmin : 1.2 Hz Fmax : 2000 Hz
Save #0Shock # 1
A : RX:2g11 RX + RX - Control 1
-1
0
1
2
3
0.3 0.36 0.42 0.48 0.54 s
g
- Shock tests : 20 m/s² (2,04 g) - 11 ms -
Nlines : 1600 df : 1.25 Hz
- Vertical axis - Profile : 2g11
Page n°41/58
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Graph n° 17
Date : 13-Aug-18Test : 1E31741
Polarity : -Level : 0.0 dB (100%)Fmin : 1.2 Hz Fmax : 2000 Hz
Save #31Shock # 1
A : Control 1
-3.5
-2.8
-2.1
-1.4
-0.7
0
0.7
1.4
2.1
2.8
3.5
0.25 0.3 0.35 0.4 0.45 0.5 0.55 0.6 0.65 0.7 s
g
- Shock tests : 20 m/s² (2,04 g) - 11 ms -
Nlines : 1600 df : 1.25 Hz
- Vertical axis - Profile : 2g11
Page n°42/58
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Graph n° 18
Date : 13-Aug-18Test : 1E31741
Polarity : -Level : 0.0 dB (100%)Fmin : 1.2 Hz Fmax : 2000 Hz
Save #31Shock # 1
A : Control 2
-3.5
-2.8
-2.1
-1.4
-0.7
0
0.7
1.4
2.1
2.8
3.5
0.25 0.3 0.35 0.4 0.45 0.5 0.55 0.6 0.65 0.7 s
g
- Shock tests : 20 m/s² (2,04 g) - 11 ms -
Nlines : 1600 df : 1.25 Hz
- Vertical axis - Profile : 2g11
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Graph n° 19
Date : 13-Aug-18Test : 1E31741
Polarity : -Level : 0.0 dB (100%)Fmin : 1.2 Hz Fmax : 2000 Hz
Save ##31Shock ## 1
A : Witness
-3.5
-2.8
-2.1
-1.4
-0.7
0
0.7
1.4
2.1
2.8
3.5
0.25 0.3 0.35 0.4 0.45 0.5 0.55 0.6 0.65 0.7 s
g
- Shock tests : 20 m/s² (2,04 g) - 11 ms -
Nlines : 1600 df : 1.25 Hz
- Vertical axis - Profile : 2g11
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Graph n° 20
Date : 13-Aug-18Test : 1E31741
Polarity : -Level : 0.0 dB (100%)Fmin : 1.2 Hz Fmax : 2000 Hz
Save #31Shock # 1
A : Point 1
-3.5
-2.8
-2.1
-1.4
-0.7
0
0.7
1.4
2.1
2.8
3.5
0.25 0.3 0.35 0.4 0.45 0.5 0.55 0.6 0.65 0.7 s
g
- Shock tests : 20 m/s² (2,04 g) - 11 ms -
Nlines : 1600 df : 1.25 Hz
- Vertical axis - Profile : 2g11
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1E31741M2 Issue 1 of 04 october 2018
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Graph n° 21
Date : 13-Aug-18Test : 1E31741
Polarity : -Level : 0.0 dB (100%)Fmin : 1.2 Hz Fmax : 2000 Hz
Save #31Shock # 1
A : Point 2
-3.5
-2.8
-2.1
-1.4
-0.7
0
0.7
1.4
2.1
2.8
3.5
0.25 0.3 0.35 0.4 0.45 0.5 0.55 0.6 0.65 0.7 s
g
- Shock tests : 20 m/s² (2,04 g) - 11 ms -
Nlines : 1600 df : 1.25 Hz
- Vertical axis - Profile : 2g11
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1E31741M2 Issue 1 of 04 october 2018
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Graph n° 22
Date : 13-Aug-18Test : 1E31741
Polarity : -Level : 0.0 dB (100%)Fmin : 1.2 Hz Fmax : 2000 Hz
Save #31Shock # 1
A : Point 3
-3.5
-2.8
-2.1
-1.4
-0.7
0
0.7
1.4
2.1
2.8
3.5
0.25 0.3 0.35 0.4 0.45 0.5 0.55 0.6 0.65 0.7 s
g
- Shock tests : 20 m/s² (2,04 g) - 11 ms -
Nlines : 1600 df : 1.25 Hz
- Vertical axis - Profile : 2g11
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1E31741M2 Issue 1 of 04 october 2018
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Graph n° 23
Date : 13-Aug-18Test : 1E31741
Polarity : -Level : 0.0 dB (100%)Fmin : 1.2 Hz Fmax : 2000 Hz
Save #31Shock # 1
A : Point 4
-3.5
-2.8
-2.1
-1.4
-0.7
0
0.7
1.4
2.1
2.8
3.5
0.25 0.3 0.35 0.4 0.45 0.5 0.55 0.6 0.65 0.7 s
g
- Shock tests : 20 m/s² (2,04 g) - 11 ms -
Nlines : 1600 df : 1.25 Hz
- Vertical axis - Profile : 2g11
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1E31741M2 Issue 1 of 04 october 2018
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Graph n° 24
Date : 13-Aug-18Test : 1E31741
Polarity : -Level : 0.0 dB (100%)Fmin : 1.2 Hz Fmax : 2000 Hz
Save #0Shock # 1
A : RX:2g11 RX + RX - Control 1
-3
-2
-1
0
1
2
0.3 0.36 0.42 0.48 0.54 s
g
- Shock tests : 20 m/s² (2,04 g) - 11 ms -
Nlines : 1600 df : 1.25 Hz
- Vertical axis - Profile : 2g11
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1E31741M2 Issue 1 of 04 october 2018
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Graph n° 25
Date : 13-Aug-18Test : 1E31741
Polarity : -Level : 0.0 dB (100%)Fmin : 1.2 Hz Fmax : 2000 Hz
Save #64Shock # 1
A : Control 1
-7.5
-5
-2.5
0
2.5
5
7.5
0.25 0.3 0.35 0.4 0.45 0.5 0.55 0.6 0.65 0.7 s
g
- Shock tests : 20 m/s² (2,04 g) - 11 ms -
Nlines : 1600 df : 1.25 Hz
- Vertical axis - Profile : 2g11
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Graph n° 26
Date : 13-Aug-18Test : 1E31741
Polarity : -Level : 0.0 dB (100%)Fmin : 1.2 Hz Fmax : 2000 Hz
Save #64Shock # 1
A : Control 1
-7
-6
-5
-4
-3
-2
-1
0
1
2
3
4
5
6
7
0.25 0.3 0.35 0.4 0.45 0.5 0.55 0.6 0.65 0.7 s
g
- Shock tests : 20 m/s² (2,04 g) - 11 ms -
Nlines : 1600 df : 1.25 Hz
- Vertical axis - Profile : 2g11
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Graph n° 27
Date : 13-Aug-18Test : 1E31741
Polarity : -Level : 0.0 dB (100%)Fmin : 1.2 Hz Fmax : 2000 Hz
Save #64Shock # 1
A : Control 2
-7
-6
-5
-4
-3
-2
-1
0
1
2
3
4
5
6
7
0.25 0.3 0.35 0.4 0.45 0.5 0.55 0.6 0.65 0.7 s
g
- Shock tests : 20 m/s² (2,04 g) - 11 ms -
Nlines : 1600 df : 1.25 Hz
- Vertical axis - Profile : 2g11
Page n°52/58
1E31741M2 Issue 1 of 04 october 2018
![Page 61: VIBRATION AND SHOCK TESTS Railway applications](https://reader030.vdocuments.site/reader030/viewer/2022012607/619ba7b922527b6cac752cfb/html5/thumbnails/61.jpg)
Graph n° 28
Date : 13-Aug-18Test : 1E31741
Polarity : -Level : 0.0 dB (100%)Fmin : 1.2 Hz Fmax : 2000 Hz
Save ##64Shock ## 1
A : Witness
-7
-6
-5
-4
-3
-2
-1
0
1
2
3
4
5
6
7
0.25 0.3 0.35 0.4 0.45 0.5 0.55 0.6 0.65 0.7 s
g
- Shock tests : 20 m/s² (2,04 g) - 11 ms -
Nlines : 1600 df : 1.25 Hz
- Vertical axis - Profile : 2g11
Page n°53/58
1E31741M2 Issue 1 of 04 october 2018
![Page 62: VIBRATION AND SHOCK TESTS Railway applications](https://reader030.vdocuments.site/reader030/viewer/2022012607/619ba7b922527b6cac752cfb/html5/thumbnails/62.jpg)
Graph n° 29
Date : 13-Aug-18Test : 1E31741
Polarity : -Level : 0.0 dB (100%)Fmin : 1.2 Hz Fmax : 2000 Hz
Save #64Shock # 1
A : Point 1
-7
-6
-5
-4
-3
-2
-1
0
1
2
3
4
5
6
7
0.25 0.3 0.35 0.4 0.45 0.5 0.55 0.6 0.65 0.7 s
g
- Shock tests : 20 m/s² (2,04 g) - 11 ms -
Nlines : 1600 df : 1.25 Hz
- Vertical axis - Profile : 2g11
Page n°54/58
1E31741M2 Issue 1 of 04 october 2018
![Page 63: VIBRATION AND SHOCK TESTS Railway applications](https://reader030.vdocuments.site/reader030/viewer/2022012607/619ba7b922527b6cac752cfb/html5/thumbnails/63.jpg)
Graph n° 30
Date : 13-Aug-18Test : 1E31741
Polarity : -Level : 0.0 dB (100%)Fmin : 1.2 Hz Fmax : 2000 Hz
Save #64Shock # 1
A : Point 2
-7
-6
-5
-4
-3
-2
-1
0
1
2
3
4
5
6
7
0.25 0.3 0.35 0.4 0.45 0.5 0.55 0.6 0.65 0.7 s
g
- Shock tests : 20 m/s² (2,04 g) - 11 ms -
Nlines : 1600 df : 1.25 Hz
- Vertical axis - Profile : 2g11
Page n°55/58
1E31741M2 Issue 1 of 04 october 2018
![Page 64: VIBRATION AND SHOCK TESTS Railway applications](https://reader030.vdocuments.site/reader030/viewer/2022012607/619ba7b922527b6cac752cfb/html5/thumbnails/64.jpg)
Graph n° 31
Date : 13-Aug-18Test : 1E31741
Polarity : -Level : 0.0 dB (100%)Fmin : 1.2 Hz Fmax : 2000 Hz
Save #64Shock # 1
A : Point 3
-7
-6
-5
-4
-3
-2
-1
0
1
2
3
4
5
6
7
0.25 0.3 0.35 0.4 0.45 0.5 0.55 0.6 0.65 0.7 s
g
- Shock tests : 20 m/s² (2,04 g) - 11 ms -
Nlines : 1600 df : 1.25 Hz
- Vertical axis - Profile : 2g11
Page n°56/58
1E31741M2 Issue 1 of 04 october 2018
![Page 65: VIBRATION AND SHOCK TESTS Railway applications](https://reader030.vdocuments.site/reader030/viewer/2022012607/619ba7b922527b6cac752cfb/html5/thumbnails/65.jpg)
Graph n° 32
Date : 13-Aug-18Test : 1E31741
Polarity : -Level : 0.0 dB (100%)Fmin : 1.2 Hz Fmax : 2000 Hz
Save #64Shock # 1
A : Point 4
-7
-6
-5
-4
-3
-2
-1
0
1
2
3
4
5
6
7
0.25 0.3 0.35 0.4 0.45 0.5 0.55 0.6 0.65 0.7 s
g
- Shock tests : 20 m/s² (2,04 g) - 11 ms -
Nlines : 1600 df : 1.25 Hz
- Vertical axis - Profile : 2g11
Page n°57/58
1E31741M2 Issue 1 of 04 october 2018
![Page 66: VIBRATION AND SHOCK TESTS Railway applications](https://reader030.vdocuments.site/reader030/viewer/2022012607/619ba7b922527b6cac752cfb/html5/thumbnails/66.jpg)
End of test report
Page n°58/58
1E31741M2 Issue 1 of 04 october 2018
![Page 67: VIBRATION AND SHOCK TESTS Railway applications](https://reader030.vdocuments.site/reader030/viewer/2022012607/619ba7b922527b6cac752cfb/html5/thumbnails/67.jpg)
3E02444ST Issue 1 of 09 october 2018
Page n° 67 / 67
End of test report