vibration and shock tests railway applications

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


Page n° 2 / 67

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


Page n° 3 / 67

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]


Page n° 4 / 67

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:


Page n° 5 / 67

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


Page n° 6 / 67

4. VIBRATION AND SHOCK TESTS

4.1 TEST PROGRAM


4.2 TEST RESULTS


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.


Page n° 7 / 67

APPENDICES

TITLE COMMENTS PAGE NUMBER

Appendix 1 Test report 1E31741M3 Issue 1 of 04/10/2018

8


Page n° 8 / 67

APPENDIX 1

Test report 1E31741M2 Issue 1 of 04102018

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

http://www.sopemea.fr/

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

Page n°2/58


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]

Page n°3/58


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).

Page n°4/58


Photograph n°2 : Outdoor modular cabinet 29U without the ballasts (opened)

Page n°5/58


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

Page n°6/58


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.

Page n°7/58


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.

Page n°8/58


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


± 1 MONTH

Accelerometer ENDEVCO 2226C CAP15006 21/06/2019




Charge amplifier

SOPEMEA ASS02 ACH78006 11/08/2018

Recorders and servitudes


± 1 MONTH

Torque wrench FACOM S315DA CDD00001 18/09/2019

Page n°9/58


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

Page n°10/58


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.

Page n°11/58


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.

Page n°12/58


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

Page n°13/58


4.3.2. PHOTOGRAPHS OF THE TESTS

Photograph n°4 : Overall view along Transverse axis

Photograph n°5 : Overall view along Vertical axis

Page n°14/58


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

Page n°15/58


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

Page n°16/58


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

Page n°17/58


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

Page n°18/58


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

Page n°19/58


Photograph n°16 : Distribution of the ballasts inside the cabinet

25 kg 25 kg

25 kg 25 kg

60 kg

90 kg 150 kg

Page n°20/58


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.

Page n°21/58


APPENDICES

TITLE COMMENTS PAGE NUMBER

Appendix 1 Drawing of the cabinet 23

Appendix 2 Acceleration recordings 25

Page n°22/58


APPENDIX 1

Drawing of the cabinet

Page n°23/58


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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

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128

615

600

455

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383

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1136,00 1064,00

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11

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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

Page n°24/58


APPENDIX 2

Acceleration recordings

Page n°25/58


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 -

Page n°26/58


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


NDOF : 148

Profile :


Page n°27/58


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



NDOF : 148

Profile :


Page n°28/58


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



NDOF : 148

Profile :


Page n°29/58


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



NDOF : 148

Profile :


Page n°30/58


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



NDOF : 148

Profile : C4VTL

- Random vibration tests : EN 50125-3 Figure C.4 -- Transverse axis -

Page n°31/58


Graph n° 7


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



NDOF : 148

Profile :


Page n°32/58


Graph n° 8


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



NDOF : 148

Profile :


Page n°33/58


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



NDOF : 148

Profile :


Page n°34/58


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



NDOF : 148

Profile :


Page n°35/58


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



NDOF : 148

Profile : C4VTL

- Random vibration tests : EN 50125-3 Figure C.4 -- Vertical axis -

Page n°36/58


Graph n° 12


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



NDOF : 148

Profile :


Page n°37/58


Graph n° 13


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



NDOF : 148

Profile :


Page n°38/58


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



NDOF : 148

Profile :


Page n°39/58


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



NDOF : 148

Profile :


Page n°40/58


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


Graph n° 17



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


Nlines : 1600 df : 1.25 Hz


Page n°42/58


Graph n° 18



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


Nlines : 1600 df : 1.25 Hz


Page n°43/58


Graph n° 19



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


Nlines : 1600 df : 1.25 Hz


Page n°44/58


Graph n° 20



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


Nlines : 1600 df : 1.25 Hz


Page n°45/58


Graph n° 21



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


Nlines : 1600 df : 1.25 Hz


Page n°46/58


Graph n° 22



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


Nlines : 1600 df : 1.25 Hz


Page n°47/58


Graph n° 23



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


Nlines : 1600 df : 1.25 Hz


Page n°48/58


Graph n° 24



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


Nlines : 1600 df : 1.25 Hz


Page n°49/58


Graph n° 25



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


Nlines : 1600 df : 1.25 Hz


Page n°50/58


Graph n° 26



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


Nlines : 1600 df : 1.25 Hz


Page n°51/58


Graph n° 27



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


Nlines : 1600 df : 1.25 Hz


Page n°52/58


Graph n° 28



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


Nlines : 1600 df : 1.25 Hz


Page n°53/58


Graph n° 29



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


Nlines : 1600 df : 1.25 Hz


Page n°54/58


Graph n° 30



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


Nlines : 1600 df : 1.25 Hz


Page n°55/58


Graph n° 31



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


Nlines : 1600 df : 1.25 Hz


Page n°56/58


Graph n° 32



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


Nlines : 1600 df : 1.25 Hz


Page n°57/58


End of test report

Page n°58/58



Page n° 67 / 67

End of test report

vibration and shock tests railway applications

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