I am having trouble with my download. I am getting two error messages:

The procedure entry point for_execute_command_line could not be located in
the dynamic link library C:\ProgramFiles|ANSYS
Inc\v212\ANSYS\bin\winx64\ANSYS.EXE.

and

The procedure entry point for_execute_command_line could not be located in
the dynamic link library C:\ProgramFiles|ANSYS
Inc\v212\ANSYS\bin\winx64\dmumps.dll.

Thanks in advance for any help you can provide.

Best,

Tim

Timothy Kohany
School of Civil Engineering
Class of 2022
[image: Manhattan College Logo/Shield]
Riverdale, NY 10471
tkohany01@manhattan.edu
www.manhattan.edu

Dear all,
I want to apply a gradient vertical pressure load on line 5-11 in the following model. Any suggestions?
The usual pressure load is normal to the line which would not be correct. I can mesh it and then calculate the force at each node. But I would prefer a direct solution, if any.
[cid:e4503370-45f2-4608-ac69-030a71697f0d]
Thanks

Dr. Vinay Dayal
Associate Professor
Aerospace Engineering
Faculty Associate
Center for Nondestructive Evaluations
1200 Howe Hall, 537 Bissell Rd
Iowa State University
Ames, IA 50011

ANSYS classic I presume?  You can define a table of loads vs. coordinate and apply them that way.

!

/com

/com  Example of coordinate vs. pressure loading.

/com

/com                    X-coordinate

/com                          | Coordinate system 11

/com                          |    |

/com                          V    V

*dim, presfwd_, table, 9, 1,, x,,, 11

                        presfwd_( 0,1)= 1.0

presfwd_( 1,0)=1.30000    $presfwd_( 1,1)= 991.6

presfwd_( 2,0)=1.53100    $presfwd_( 2,1)= 991.6

presfwd_( 3,0)=1.64000    $presfwd_( 3,1)=1066.6

presfwd_( 4,0)=1.79000    $presfwd_( 4,1)=1149.2

presfwd_( 5,0)=1.95000    $presfwd_( 5,1)=1233.9

presfwd_( 6,0)=2.11000    $presfwd_( 6,1)=1316.9

presfwd_( 7,0)=2.27000    $presfwd_( 7,1)=1400.1

presfwd_( 8,0)=2.56887    $presfwd_( 8,1)=1567.8

presfwd_( 9,0)=2.80000    $presfwd_( 9,1)=1567.8

!

sfe,  load_component, 1, pres,,  %presfwd_%

!

Joseph T Metrisin

Structures Lead

Florida Turbine Technologies, Inc

1701 Military Tr. Suite 110 | Jupiter, FL 33458 USA

+1 (561) 427-6346 Office | +1 (772) 834-4156 Mobile

Joe.Metrisin@kratosdefense.com

Visit our website: https://kratosdefense.com

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To: XANSYS Mailing List Home xansys-temp@list.xansys.org
Subject: [External] - [Xansys] Application of pressure load

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Dear all,

I want to apply a gradient vertical pressure load on line 5-11 in the following model. Any suggestions?

The usual pressure load is normal to the line which would not be correct. I can mesh it and then calculate the force at each node. But I would prefer a direct solution, if any.

[cid:e4503370-45f2-4608-ac69-030a71697f0d]

Thanks

Dr. Vinay Dayal

Associate Professor

Aerospace Engineering

Faculty Associate

Center for Nondestructive Evaluations

1200 Howe Hall, 537 Bissell Rd

Iowa State University

Ames, IA 50011