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February 26, 2019 at 11:04 am
vaidehisr781
SubscriberHi everyone,
I am doing my M.tech thesis.Â
I am using ansys workbench to model masonry prism. IÂ need to get the crack pattern So i used SOLID 65 element as command. But it didn't work. can anyone help me in solving this. The command i used is attached with this.
Please help me. I'm new to this software.
! Properties of masonry
ET,1,SOLID65
R,1,0,0,0,0,0,0
RMORE,0,0,0,0,0
Â
MP,EX,1,14538.46154
MP,PRXY,1,0.18
MPTEMP,1,0
Â
TB,CONCR,1,1,9
TBTEMP,22
TBDATA,1,0.2,0.5,0.71,7.88
! Shear transfer coefficients for an open crack.Â
! Shear transfer coefficients for a closed crack.Â
!Uniaxial tensile cracking stress.
!Uniaxial crushing stress (positive).Â
Â
TB,MISO,1,1,9,0
TBTEMP,22
TBPT,,0.00013,1.89
TBPT,,0.000154,2.10
TBPT,,0.000185,2.50
TBPT,,0.000271,3.21
TBPT,,0.000381,4
TBPT,,0.000491,4.53
TBPT,,0.000578,4.90
TBPT,,0.000811,5.70
TBPT,,0.001431,6.30
Â
! Properties of mortar
ET,1,SOLID65
R,1,0,0,0,0,0,0
RMORE,0,0,0,0,0
Â
MP,EX,2,6528.497409
MP,PRXY,2,0.16
MPTEMP,2,0
Â
TB,CONCR,2,1,9
TBTEMP,22
TBDATA,2,0.2,0.5,0.35,3.5
! Shear transfer coefficients for an open crack.Â
! Shear transfer coefficients for a closed crack.Â
!Uniaxial tensile cracking stress.
!Uniaxial crushing stress (positive).Â
Â
TB,MISO,2,1,9,0
TBTEMP,22
TBPT,,0.0000965,0.63
TBPT,,0.000279,0.75
TBPT,,0.0010410,1.68
TBPT,,0.0026400,2.79
TBPT,,0.0034750,3.13
TBPT,,0.0055680,3.91
TBPT,,0.0062860,4.18
TBPT,,0.0072100,4.64
TBPT,,0.0798000,5
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February 26, 2019 at 11:25 am
jj77
SubscriberYou need to provide more info. What does not work?
Â
So describe in more details what does not work, and feel free to share the whole model so someone can have a look.
Â
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February 27, 2019 at 4:06 am
vaidehisr781
SubscriberHi,
Thank you for your reply. I want to model masonry prism. i used bonded contact for providing contact between masonry unit and mortar. when i used the above command i got the following error.
Kindly help me..
Solver Output
 ANSYS Mechanical Enterprise           Â
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     ***** ANSYS COMMAND LINE ARGUMENTS *****
 BATCH MODE REQUESTED (-b)  = NOLIST
 INPUT FILE COPY MODE (-c)  = COPY
 DISTRIBUTED MEMORY PARALLEL REQUESTED
    2 PARALLEL PROCESSES REQUESTED WITH SINGLE THREAD PER PROCESS
  TOTAL OF   2 CORES REQUESTED
 MPI OPTION          = INTELMPI
 INPUT FILE NAME       = C:UsersAcerDesktop_ProjectScratchScrFCA9dummy.dat
 OUTPUT FILE NAME       = C:UsersAcerDesktop_ProjectScratchScrFCA9solve.out
 START-UP FILE MODE      = NOREAD
 STOP FILE MODE        = NOREAD
Â
 RELEASE= Release 18.1     BUILD= 18.1   UP20170403  VERSION=WINDOWS x64Â
 CURRENT JOBNAME=file0 16:41:26 FEB 26, 2019 CP=   0.297
Â
Â
 PARAMETER _DS_PROGRESS =   999.0000000  Â
Â
 /INPUT FILE= ds.dat LINE=    0
Â
Â
Â
 *** NOTE ***              CP =    0.594  TIME= 16:41:26
 The /CONFIG,NOELDB command is not valid in a Distributed ANSYS     Â
 solution. Command is ignored.                     Â
Â
 *GET _WALLSTRT FROM ACTI ITEM=TIME WALL VALUE= 16.6905556  Â
Â
 TITLE=Â
 proj1--Static Structural (B5)                        Â
Â
 ACT Extensions:
   MechanicalDropTest, 2.0
   f0fd899f-9d88-4f46-8cf1-36bf5c218d65, wbex
 Â
Â
 SET PARAMETER DIMENSIONS ON _WB_PROJECTSCRATCH_DIR
 TYPE=STRI DIMENSIONS=   248    1    1
Â
 PARAMETER _WB_PROJECTSCRATCH_DIR(1) = C:UsersAcerDesktop_ProjectScratchScrFCA9
Â
 SET PARAMETER DIMENSIONS ON _WB_SOLVERFILES_DIR
 TYPE=STRI DIMENSIONS=   248    1    1
Â
 PARAMETER _WB_SOLVERFILES_DIR(1) = C:UsersAcerDesktopproj1_filesdp0SYS-1MECH
Â
 SET PARAMETER DIMENSIONS ON _WB_USERFILES_DIR
 TYPE=STRI DIMENSIONS=   248    1    1
Â
 PARAMETER _WB_USERFILES_DIR(1) = C:UsersAcerDesktopproj1_filesuser_files
 --- Data in consistent NMM units. See Solving Units in the help system for more
Â
 MPA UNITS SPECIFIED FOR INTERNAL  Â
 LENGTH   = MILLIMETERS (mm)
 MASS    = TONNE (Mg)
 TIME    = SECONDS (sec)
 TEMPERATURE = CELSIUS (C)
 TOFFSET   = 273.0
 FORCE    = NEWTON (N)
 HEAT    = MILLIJOULES (mJ)
Â
 INPUT UNITS ARE ALSO SET TO MPAÂ
Â
 *** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE Release 18.1   18.1   ***
 DISTRIBUTED ANSYS Mechanical Enterprise           Â
Â
 00000000 VERSION=WINDOWS x64  16:41:26 FEB 26, 2019 CP=   0.594
Â
 proj1--Static Structural (B5)                        Â
Â
Â
Â
     ***** ANSYS ANALYSIS DEFINITION (PREP7) *****
 *********** Nodes for the whole assembly ***********
 *********** Elements for Body 1 "masonry1" ***********
 *********** Elements for Body 2 "mortar1" ***********
 *********** Elements for Body 3 "masonry2" ***********
 *********** Elements for Body 4 "mortar2" ***********
 *********** Elements for Body 5 "masonry3" ***********
 *********** Elements for Body 6 "mortar3" ***********
 *********** Elements for Body 7 "masonry4" ***********
 *********** Elements for Body 8 "mortar4" ***********
 *********** Elements for Body 9 "masonry5" ***********
 *********** Send User Defined Coordinate System(s) ***********
 *********** Set Reference Temperature ***********
 *********** Send Materials ***********
Â
 *** WARNING ***             CP =    0.641  TIME= 16:41:26
 Poisson's ratio NU set for material 1 deleted.             Â
Â
 *** WARNING ***             CP =    0.703  TIME= 16:41:26
 Poisson's ratio NU set for material 2 deleted.             Â
Â
 *** ERROR ***              CP =    0.703  TIME= 16:41:26
 Duplicate temperature values were found. The MPTEMP command is    Â
 ignored.                                Â
Â
Â
 NUMBER OF WARNING MESSAGES ENCOUNTERED=     2
 NUMBER OF ERROR  MESSAGES ENCOUNTERED=     1
Â
Â
Â
 ***** PROBLEM TERMINATED BY INDICATED ERROR(S) OR BY END OF INPUT DATA *****
Â
+
D I S T R I B U T E DÂ Â A N S Y SÂ Â S T A T I S T I C S
+
Â
Release: Release 18.1Â Â Â Â Build: 18.1Â Â Â Â Update: UP20170403Â Â Platform: WINDOWS x64Â
Date Run: 02/26/2019Â Â Time: 16:41Â Â Â Process ID: 13132
Operating System: Windows 10Â (Build: 16299)
Â
Processor Model: Intel(R) Core(TM) i5-7200U CPU @ 2.50GHz
Â
Compiler: Intel(R) FORTRAN Compiler Version 15.0.7Â (Build: 20160518)
     Intel(R) C/C++ Compiler Version 15.0.7 (Build: 20160518)
     Intel(R) Math Kernel Library Version 11.3.3 Product Build 20160413
Â
Number of machines requested      :  1
Total number of cores available     :  4
Number of physical cores available   :  2
Number of processes requested      :  2
Number of threads per process requested :Â Â 1
Total number of cores requested     :  2 (Distributed Memory Parallel)       Â
MPI Type: INTELMPI
MPI Version: Intel(R) MPI Library 5.1.3 for Windows* OS
Â
Â
GPU Acceleration: Not Requested
Â
Job Name: file0
Input File: dummy.dat
Â
 Core        Machine Name  Working Directory
Â
   0           VAIDEHI  C:UsersAcerDesktop_ProjectScratchScrFCA9
   1           VAIDEHI  C:UsersAcerDesktop_ProjectScratchScrFCA9
Â
Latency time from master to core  1 =  1.912 microseconds
Â
Communication speed from master to core  1 = 2340.50 MB/sec
Â
Total CPU time for main thread          :    0.8 seconds
Total CPU time summed for all threads       :    1.1 seconds
Â
Elapsed time spent pre-processing model (/PREP7)Â :Â Â Â Â 0.0 seconds
Elapsed time spent solution - preprocessing    :    0.0 seconds
Elapsed time spent computing solution       :    0.0 seconds
Elapsed time spent solution - postprocessing   :    0.0 seconds
Elapsed time spent post-processing model (/POST1) :Â Â Â Â 0.0 seconds
Â
Â
Maximum total memory used             :    8.0 MB
Maximum total memory allocated          :   3136.0 MB
Total physical memory available          :     4 GB
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E N DÂ Â D I S T R I B U T E DÂ Â A N S Y SÂ Â S T A T I S T I C S
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 *
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 |                                      |
 |            DISTRIBUTED ANSYS RUN COMPLETED           |
 |                                      |
 |
|
 |                                      |
 | Ansys Release 18.1     Build 18.1     UP20170403   WINDOWS x64 |
 |                                      |
 |
|
 |                                      |
 | Database Requested(-db) 1024 MB  Scratch Memory Requested   1024 MB |
 | Maximum Database Used    2 MB  Maximum Scratch Memory Used   1 MB |
 |                                      |
 |
|
 |                                      |
 |    CP Time   (sec) =     1.141    Time = 16:41:27    |
 |    Elapsed Time (sec) =     3.000    Date = 02/26/2019   |
 |                                      |
 *
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February 27, 2019 at 10:39 am
Yato
SubscriberI have found several errors in your commands !Properties of mortar, you must make these changes:
ET,1,SOLID65 --> ET,2,SOLID65
MPTEMP,2,0 --> MPTEMP,1,0
TBDATA,2,0.2,0.5,0.35,35 --> TBDATA,1,0.2,0.5,0.35,35
You can search each of these commands in the help of ansys to understand it.
Also if all the analysis is at the same temperature I would suppress the commands.
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February 27, 2019 at 10:53 am
vaidehisr781
SubscriberThank you Yato for your reply. But while considering your suggestions also the below errors occurred.Â
Â
 *** WARNING ***                        CP =      1.094  TIME= 16:18
6
 Poisson's ratio NU set for material 1 deleted.                        Â
 *** WARNING ***                        CP =      1.094  TIME= 16:186
 Poisson's ratio NU set for material 2 deleted.                        Â
 *** ERROR ***                          CP =      1.094  TIME= 16:186
 The number of temperature specifications exceeds the maximum of 1 for Â
 material number 1. The TBTEMP command is ignored.                    Â
 NUMBER OF WARNING MESSAGES ENCOUNTERED=         2
 NUMBER OF ERROR  MESSAGES ENCOUNTERED=         1 -
February 27, 2019 at 12:25 pm
Yato
SubscriberOk, to solve Poisson's ratio problems I would change MP,PRXY by MP,NUXY. Have you tried to supress all temperature commands?
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February 28, 2019 at 4:21 am
vaidehisr781
SubscriberHi i don't know how to suppress all temperature commands. Here i'm attaching the file with this. Kindly see it.
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February 28, 2019 at 12:21 pm
Yato
SubscriberOk, I have seen other problems. The "masonry 1" is the material 1, the "mortar 1" is the material 2, the "mansonry 2" is the material 3, etc. You should change the number of materials. But is easyer do this:
for all masonry:
!masonry
ET,matid,SOLID65
R,1,0,0,0,0,0,0
RMORE,0,0,0,0,0
Â
MP,EX,matid,14538.46154
MP,NUXY,matid,0.18
Â
TB,CONCR,matid,1,9
TBDATA,1,0.2,0.5,0.71,7.88
! Shear transfer coefficients for an open crack.Â
! Shear transfer coefficients for a closed crack.Â
!Uniaxial tensile cracking stress.
!Uniaxial crushing stress (positive).Â
Â
TB,MISO,matid,1,9,0
TBPT,,0.00013,1.89
TBPT,,0.000154,2.10
TBPT,,0.000185,2.50
TBPT,,0.000271,3.21
TBPT,,0.000381,4
TBPT,,0.000491,4.53
TBPT,,0.000578,4.90
TBPT,,0.000811,5.70
TBPT,,0.001431,6.30
Â
for all mortar:
!mortar
ET,matid,SOLID65
R,1,0,0,0,0,0,0
RMORE,0,0,0,0,0
Â
MP,EX,matid,6528.497409
MP,NUXY,matid,0.16
Â
TB,CONCR,matid,1,9
TBDATA,1,0.2,0.5,0.35,3.5
! Shear transfer coefficients for an open crack.Â
! Shear transfer coefficients for a closed crack.Â
!Uniaxial tensile cracking stress.
!Uniaxial crushing stress (positive).Â
Â
TB,MISO,matid,1,9,0
TBPT,,0.0000965,0.63
TBPT,,0.000279,0.75
TBPT,,0.0010410,1.68
TBPT,,0.0026400,2.79
TBPT,,0.0034750,3.13
TBPT,,0.0055680,3.91
TBPT,,0.0062860,4.18
TBPT,,0.0072100,4.64
TBPT,,0.0798000,5
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March 1, 2019 at 7:23 am
vaidehisr781
SubscriberOK thank you for your help. Let me try it.
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March 1, 2019 at 10:20 am
vaidehisr781
SubscriberHi i had given the corrections in command. It worked. But it is taking the default material property (structural steel) along with the defined material properties. I suppressed it in the engineering data option . but while doing so it is not working.Â
How can i rectify it?
Please help me..
Â
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March 1, 2019 at 10:41 am
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March 4, 2019 at 4:38 am
vaidehisr781
SubscriberHi thank you. It is taking SOLID 65Â as element type. But showing errors.
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March 4, 2019 at 4:39 am
vaidehisr781
SubscriberCan you please help me in rectifying it.
Â
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March 4, 2019 at 10:43 am
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March 5, 2019 at 4:12 am
vaidehisr781
Subscriber Hi
Thank you. Let me check it.
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May 11, 2020 at 5:30 am
rickywugunawan
SubscriberI guess the reason is that you have multiple concrete bodies under one part then you copy the same command on every part of the bodies. That happened to me before.
Just remove the other MPTEMP,2,0 on other bodies. It should work
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- The topic ‘Using solid65 in micromodelling of masonry and to see crack pattern’ is closed to new replies.
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