XPR VERSION 11
Requested task is SYSNOISE parallel computation.
Working directory on server is E:\jujunwei
Checking that the SYSNOISE launch script (D:\Program Files\LMS\Virtual.Lab.R11\VirtualLab\Sysnoise\5.6\bin\sysnoise_nogui.bat) exists on server...
OK
SYSNOISE log file on server is E:\jujunwei\Administrator-2242273-sysnoise.log.
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xxxxxxxxxxxx JOB EXECUTION START
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System for Computational Vibro-Acoustics
------------------------------------------------------------------------
SYSNOISE Rev 5.6 Windows_x86_64 MAR2013 DATE: 22-JUN-2014 21:51:16
PATCH LEVEL O (Build Date: 03-JUL-2012)
READING THE SET-UP FILE: D:\Program Files\LMS\Virtual.Lab.R11\VirtualLab\Sysnoise\5.6\bin\\..\res\SYSNOISE.STP
THE SYSNOISE PROFILE FILE NAME HAS NOT BEEN DEFINED.
STANDARD GRAPHIC DEVICE SET TO DEFAULT
PLOTTING GRAPHIC DEVICE SET TO SCREENDUMP
LICENSE CHECKING (LMS_INTL_LICENSE_FILE=@SD-PC)
MEMORY IN USE = 800000
AVAILABLE MEMORY= 921525024
FREE MEMORY = 920725024
CREATING DEFAULT SYSNOISE MODEL FILE default.sdb
SYSNOISE ANALYSIS OPTION :
BEM INDIRECT VARIATIONAL UNBAFFLED FREQUENCY FLUID
SYSNOISE> SCL> ENVIRONMENT SECTION SETUP USRDIR 'E:\jujunwei\' RETURN
SYSNOISE> SCL> ENVIRONMENT SECTION SETUP TMPDIR 'E:\jujunwei\' RETURN
SYSNOISE> SCL> ENVIRONMENT DISTRIBUTED=TRUE RETURN
SYSNOISE> SCL> ENVIRONMENT DISTRILEVEL=FREQUENCY RETURN
SYSNOISE> SCL> Open Model 1 File Administrator-2242273-Acoustic.sdb Original Return
OPENING SYSNOISE MODEL FILE Administrator-2242273-Acoustic.sdb.0
LOADING MODEL Exported VLModel
SYSNOISE> SCL> Extract Summary Return
SYSNOISE ANALYSIS OPTION :
FEM VARIATIONAL FREQUENCY FLUID
SYSNOISE SUMMARY INFORMATION
------------------------------------------------------------------------
Title...Exported VLModel
Date....22-JUN-2014 21:51:19
Number of dimensions...................... 3
Number of nodes........................... 167146
Number of elements........................ 511651
Number of AML faces....................... 219712
Number of AML Kirchhoff faces............. 219712
Number of material characteristics........ 1
Number of load cases...................... 1
Number of faces with velocity B.C.'s...... 111576
Number of field points.................... 5202
------------------------------------------------------------------------
SYSNOISE> SCL> Option FEM Frequency Fluid Return
SYSNOISE ANALYSIS OPTION :
FEM VARIATIONAL FREQUENCY FLUID
SYSNOISE> SCL> Environment Section SETUP BELL 'on' Return
SYSNOISE> SCL> Environment Section SETUP SOLVITER 0 Return
SYSNOISE> SCL> Environment Section SETUP STABLEFEM TRUE Return
SYSNOISE> SCL> ENVIRONMENT SECTION AML LAYERNUM 5 Return
SYSNOISE> SCL> ENVIRONMENT SECTION AML WAVELENGTH_RATIO 0.160000 Return
SYSNOISE> SCL> Environment Section SETUP GEO_TOLERANCE '1E-006' Return
SYSNOISE> SCL> Parameter Model 1 Physical
PARAMETER> SCL> Save Potentials Step 1
PARAMETER> SCL> Save Results Step 1
PARAMETER> SCL> Store Results none
STORE RESULTS> SCL> Return NoFlow
PARAMETER> SCL> Return
Updating Model Parameters
SYSNOISE> SCL> Solve
SOLVE> SCL> Frequency 1000 To 3000 LinStep 50
SOLVE> SCL> Return
========================================================================
FREQUENCY RESPONSE MODULE
------------------------------------------------------------------------
FOR 41 FREQUENCIES FROM 1000.000 TO 3000.000 HZ
ANALYSIS # 1 FREQUENCY = 1000.000 HZ TYPE = NORMAL
ANALYSIS # 2 FREQUENCY = 1050.000 HZ TYPE = NORMAL
ANALYSIS # 3 FREQUENCY = 1100.000 HZ TYPE = NORMAL
ANALYSIS # 4 FREQUENCY = 1150.000 HZ TYPE = NORMAL
ANALYSIS # 5 FREQUENCY = 1200.000 HZ TYPE = NORMAL
ANALYSIS # 6 FREQUENCY = 1250.000 HZ TYPE = NORMAL
ANALYSIS # 7 FREQUENCY = 1300.000 HZ TYPE = NORMAL
ANALYSIS # 8 FREQUENCY = 1350.000 HZ TYPE = NORMAL
ANALYSIS # 9 FREQUENCY = 1400.000 HZ TYPE = NORMAL
ANALYSIS # 10 FREQUENCY = 1450.000 HZ TYPE = NORMAL
ANALYSIS # 11 FREQUENCY = 1500.000 HZ TYPE = NORMAL
ANALYSIS # 12 FREQUENCY = 1550.000 HZ TYPE = NORMAL
ANALYSIS # 13 FREQUENCY = 1600.000 HZ TYPE = NORMAL
ANALYSIS # 14 FREQUENCY = 1650.000 HZ TYPE = NORMAL
ANALYSIS # 15 FREQUENCY = 1700.000 HZ TYPE = NORMAL
ANALYSIS # 16 FREQUENCY = 1750.000 HZ TYPE = NORMAL
ANALYSIS # 17 FREQUENCY = 1800.000 HZ TYPE = NORMAL
ANALYSIS # 18 FREQUENCY = 1850.000 HZ TYPE = NORMAL
ANALYSIS # 19 FREQUENCY = 1900.000 HZ TYPE = NORMAL
ANALYSIS # 20 FREQUENCY = 1950.000 HZ TYPE = NORMAL
ANALYSIS # 21 FREQUENCY = 2000.000 HZ TYPE = NORMAL
ANALYSIS # 22 FREQUENCY = 2050.000 HZ TYPE = NORMAL
ANALYSIS # 23 FREQUENCY = 2100.000 HZ TYPE = NORMAL
ANALYSIS # 24 FREQUENCY = 2150.000 HZ TYPE = NORMAL
ANALYSIS # 25 FREQUENCY = 2200.000 HZ TYPE = NORMAL
ANALYSIS # 26 FREQUENCY = 2250.000 HZ TYPE = NORMAL
ANALYSIS # 27 FREQUENCY = 2300.000 HZ TYPE = NORMAL
ANALYSIS # 28 FREQUENCY = 2350.000 HZ TYPE = NORMAL
ANALYSIS # 29 FREQUENCY = 2400.000 HZ TYPE = NORMAL
ANALYSIS # 30 FREQUENCY = 2450.000 HZ TYPE = NORMAL
ANALYSIS # 31 FREQUENCY = 2500.000 HZ TYPE = NORMAL
ANALYSIS # 32 FREQUENCY = 2550.000 HZ TYPE = NORMAL
ANALYSIS # 33 FREQUENCY = 2600.000 HZ TYPE = NORMAL
ANALYSIS # 34 FREQUENCY = 2650.000 HZ TYPE = NORMAL
ANALYSIS # 35 FREQUENCY = 2700.000 HZ TYPE = NORMAL
ANALYSIS # 36 FREQUENCY = 2750.000 HZ TYPE = NORMAL
ANALYSIS # 37 FREQUENCY = 2800.000 HZ TYPE = NORMAL
ANALYSIS # 38 FREQUENCY = 2850.000 HZ TYPE = NORMAL
ANALYSIS # 39 FREQUENCY = 2900.000 HZ TYPE = NORMAL
ANALYSIS # 40 FREQUENCY = 2950.000 HZ TYPE = NORMAL
ANALYSIS # 41 FREQUENCY = 3000.000 HZ TYPE = NORMAL
------------------------------------------------------------------------
SOLVE PARAMETERS
MODEL: 1 - Exported VLModel
------------------------------------------------------------------------
PHYSICAL Coordinates
Saving POTENTIALS every 1 steps
Saving RESULTS every 1 steps
Energy Calculation Enabled
Surface post-processing on positive side
------------------------------------------------------------------------
LAUNCHING UNCOUPLED ACOUSTIC FEM (Physical Coords - Freq) ANALYSIS
NO SUPERIMPOSED NODES WITH TOLERANCE= 2.60747E-06
NO ISOLATED NODES
CHECKING ELEMENT TOPOLOGY AND DISTORTION
NO SUPERIMPOSED ELEMENTS WITH TOLERANCE= 2.60747E-06
Checking MESH Connectivity...
1 Part(s) and 1 Sub-Domain(s) found
331288 ENVELOPE FACE(S) REMAINING FOR PART 1
Occupied space: 138 Mb ( 3.75 %)
COMPUTING PART INFORMATION:
Part 1 Volume: 1.46038E-02
THIS MODEL SEEMS SUITABLE FOR A FEM FLUID APPROACH
CPU Stats --- Delta: 0:00:09 ( 8.92) Total: 0:00:09 ( 8.92)
Computing MASS and STIFFNESS elements matrices
using HIGH PRECISION STABILIZED scheme for linear elements
CPU Stats --- Delta: 0:00:50 ( 49.73) Total: 0:00:59 ( 58.65)
Computing VELOCITY matrices on elements faces
CPU Stats --- Delta: 0:00:08 ( 8.30) Total: 0:01:07 ( 66.95)
Assigning Elements to Field Points
CPU Stats --- Delta: 0:00:17 ( 16.83) Total: 0:01:24 ( 83.78)
Reverse Cuthill McKee Ordering :
Old maximum bandwidth: 167091
New maximum bandwidth: 1452
CPU Stats --- Delta: 0:00:06 ( 6.14) Total: 0:01:30 ( 89.92)
Solver is MUMPS solver
Number of equations 716436
This node (SD-PC) has number 0
Freq 41 is assigned to node 0
Freq 40 is assigned to node 1
Freq 39 is assigned to node 2
Freq 38 is assigned to node 3
Freq 37 is assigned to node 3
Freq 36 is assigned to node 2
Freq 35 is assigned to node 1
Freq 34 is assigned to node 0
Freq 33 is assigned to node 0
Freq 32 is assigned to node 1
Freq 31 is assigned to node 2
Freq 30 is assigned to node 3
Freq 29 is assigned to node 3
Freq 28 is assigned to node 2
Freq 27 is assigned to node 1
Freq 26 is assigned to node 0
Freq 25 is assigned to node 0
Freq 24 is assigned to node 1
Freq 23 is assigned to node 2
Freq 22 is assigned to node 3
Freq 21 is assigned to node 3
Freq 20 is assigned to node 2
Freq 19 is assigned to node 1
Freq 18 is assigned to node 0
Freq 17 is assigned to node 0
Freq 16 is assigned to node 1
Freq 15 is assigned to node 2
Freq 14 is assigned to node 3
Freq 13 is assigned to node 3
Freq 12 is assigned to node 2
Freq 11 is assigned to node 1
Freq 10 is assigned to node 0
Freq 9 is assigned to node 0
Freq 8 is assigned to node 1
Freq 7 is assigned to node 2
Freq 6 is assigned to node 3
Freq 5 is assigned to node 3
Freq 4 is assigned to node 2
Freq 3 is assigned to node 1
Freq 2 is assigned to node 0
Freq 1 is assigned to node 0
ANALYSIS NUMBER 1 / 41 FREQUENCY = 1000.000 Hz
------------------------------------------------------------------------
CPU Stats --- Delta: 0:00:30 ( 30.17) Total: 0:02:00 ( 120.09)
Building Matrix of Coefficients
CPU Stats --- Delta: 0:00:01 ( 0.69) Total: 0:02:01 ( 120.78)
Assembling Automatically-Matched-Layer contribution
CPU Stats --- Delta: 0:00:10 ( 9.53) Total: 0:02:10 ( 130.31)
A FATAL ERROR OCCURRED. PROGRAM STOPPED
**** ERROR has occurred during computation ****
You may try to compute the solution in manual mode and try to attach the results afterwards.
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