ICP Electronics Inc.Vibeation Test
Vibration Test
AS-25C
Version / Date / Name / Update / Approved / Date1.0 / 08-Feb-2002 / Julian Ju / Draft 1 / Andy Chang / 08-Feb-2002
ICP Electronics Inc.
Tel:886-2-26902098
Fax:886-2-26902169
Website:
E-mail:
Test Configuration :
CPU Card : PCISA-3711P
CPU : Pentium !!! 1G Hz
DRAM : Winbond 256MB SDRAM
HDD : IBM TravelStart DJSA-205 5GB HDD x1
Vibration Equipment :
KING DESIGN Inc.
KD-9363EM-600F2K-40N120
Exciting Force : 600 Kgf
Frequency Range : 5 ~ 2000 Hz
Max Acceleration : 50 G
Max Displacement : 40 mm
Max Velocity : 120 cm/sec
Max Payload : 120/250 kgw
Max Eccentric : 1640 kg-cm
Armature Mass : 10 kgw
Table Diameter : 200 mm
Vibration Test：
1.Parameter Vibration :
a)Direction : 3 axis
b)Parameter : MIL-STD-810F :
U.S. highway truck vibration exposures / figure 514.5C-1
c)Test duration : 1 hours per Axis
2.Parameter Vibration :
a)Direction : Vertical axis
b)Parameter : 5 ~ 20 Hz, 1G peak to peak
60 ~ 200 Hz, 3G peak to peak
c)Test duration : 1 hours
Vertical :
Transverse :
Longitudinal :
TEST RESULT
Test Program : QAPlus R4.80 (Hard Disk Drive Test) & Play VCD file
Function check ( Operation) : Pass
Vibration Test 1 Vertical :
Project File Name : Highway truck-Vertical.prj
Profile Name : AS-25C Brown - Vertical
Test Type : RandomRun Folder : .\Run Feb 05,2002 11-03-46
Level : 100 %Control RMS : 1.045407 G
Full Level Elapsed Time : 01:00:00Lines : 225
Frame Time : 0.400000 SecondsDemand RMS : 1.047145 G
Remaining Time : 00:00:00DOF : 154
DF : 2.500000 Hz
Data saved at 01:15:33 PM, Tuesday, February 05, 2002 Report created at 01:15:50 PM, Tuesday, February 5, 2002
Vibration Test 1 Transverse :
Project File Name : Highway truck-Transverse.prj
Profile Name : AS-25C Brown - Transverse
Test Type : RandomRun Folder : .\Run Feb 06,2002 09-19-09
Level : 100 %Control RMS : 0.206991 G
Full Level Elapsed Time : 01:00:00Lines : 225
Frame Time : 0.400000 SecondsDemand RMS : 0.207084 G
Remaining Time : 00:00:00DOF : 154
DF : 2.500000 Hz
Data saved at 10:27:06 AM, Wednesday, February 06, 2002 Report created at 10:27:24 AM, Wednesday, February 6, 2002
Vibration Test 1 Longitudinal :
Project File Name : Highway truck-Longitudinal.prj
Profile Name : AS-25C Brown - Longitudinal
Test Type : RandomRun Folder : .\Run Feb 06,2002 13-25-16
Level : 100 %Control RMS : 0.740316 G
Full Level Elapsed Time : 01:00:00Lines : 225
Frame Time : 0.400000 SecondsDemand RMS : 0.742182 G
Remaining Time : 00:00:00DOF : 154
DF : 2.500000 Hz
Data saved at 02:28:50 PM, Wednesday, February 06, 2002 Report created at 02:29:06 PM, Wednesday, February 6, 2002
Vibration Test 2 5~20Hz,1G peak to peak
project File Name : 5_20_1G.prj
Profile Name : AS-25C Brown - Vertical
Test Type : Swept SineRun Folder : .\Run Feb 05,2002 17-34-14
Level : 100 %Control Peak : 1.000650 G
Full Level Time : 01:00:00Sweep Type : Logarithmic
Frequency : 5.056462 HzDemand Peak : 1.000000 G
Time Remaining : 00:00:00Sweep Rate : 1 Oct/Min
Data saved at 06:36:19 PM, Tuesday, February 05, 2002 Report created at 06:36:36 PM, Tuesday, February 5, 2002
Vibration Test 2 60~200Hz,3G peak to peak
Project File Name : 60_200_3G.prj
Profile Name : AS-25C 60-200 Vertical
Test Type : Swept SineRun Folder : .\Run Feb 06,2002 14-55-11
Level : 100 %Control Peak : 2.994773 G
Full Level Time : 01:00:00Sweep Type : Logarithmic
Frequency : 114.021965 HzDemand Peak : 3.000000 G
Time Remaining : 00:00:00Sweep Rate : 1 Oct/Min
Data saved at 03:55:52 PM, Wednesday, February 06, 2002 Report created at 03:56:09 PM, Wednesday, February 6, 2002
DOC ID : AS-25C.DOC
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