Hello you all again,
First of all, thanks for your support. I ended up getting the FSUM
command working properly for my case following your suggestions.
But now, I'm having a problem that I don't understand why it's
happening. I'm creating a geometry with more lines, as example:
"
L,32,40,1
L,26,38,1
L,44,39,1
LSEL,S,LINE,,157,160,1
LATT,,3,2,,,,
"
Everything Works fine except when I got more than 155 lines. I got an
error on ansys when I run my code that says: "Specified range of 161
to 162 exceeds the allowed maximum of 155. The LSEL command is
ignored". Do you know how can I fix this? Is there anyway to change
the maximum to a bigger number?
Thank you in advance,
Filipe Rodrigues
Aerospace Engineering Student
IST, Lisbon
Citando BenZ Hagege Benjamin.Hagege@utc.fr:
Agree when using NFORCE, no FSUM !
I have verified welds (and the last topics here where very interesting)
with eurocode 3 using NFORCE at the weld' toe,
I have verified gaskets but only with Abaqus (sorry I was a heretic 10years
ago !) and used only their dofs/force designed for,
I have checked internal equilibrium, of elements or constraint equations,
using NFORCE, no FSUM,
I have verified connectivity with my great I-DEAS NX 5 version that is my
meshing tool 'til I'll die,
To me, if you use FSUM for internal forces, you're not using it the way it
is assumed to ! It is made for Reaction Forces
Just want to discuss that to make it clear for the rookies, of course we
all have our way to use Ansys, only result is important :)
Benjamin wRespects HAGEGE, Eng. & Ph.D. Arts & Métiers
*Own Compagny : NABLA.Expertises
*Academic job 1 : Collaborator of french Minister of Research (for Research
Tax Credit)
*Academic job 2 : Associate prof. @ www.utc.fr[1] / Dpt Mechanical
Engineering
2016-04-13 8:47 GMT+02:00 Christopher Wright chrisw@skypoint.com:
On Apr 13, 2016, at 1:24 AM, BenZ Hagege wrote:
Yeah, true, but who's gonna list partial reaction forces with not all the
element behind the nodes considered in regular statics
Dozens of reasons. Get a load distribution for weld and bolting design or
gasket loading; check internal equilibrium for pieces of a model; verify
connectivity and load transfer; check out error messages dealing with
constraint equations and coupled node sets to name a few.
Christopher Wright P.E. |"They couldn't hit an elephant at
chrisw@skypoint.com | this distance" (last words of Gen.
.......................................| John Sedgwick, Spotsylvania 1864)
http://www.skypoint.com/members/chrisw/
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On 17/04/2016 17:24, uufinho@sapo.pt wrote:
But now, I'm having a problem that I don't understand why it's
happening. I'm creating a geometry with more lines, as example:
"
L,32,40,1
L,26,38,1
L,44,39,1
LSEL,S,LINE,,157,160,1
LATT,,3,2,,,,
"
Everything Works fine except when I got more than 155 lines. I got an
error on ansys when I run my code that says: "Specified range of 161 to
162 exceeds the allowed maximum of 155. The LSEL command is ignored". Do
you know how can I fix this? Is there anyway to change the maximum to a
bigger number?
Are you using an educational version of ANSYS? Could you state the
exact version you are using.
--
Martin Liddle, Tynemouth Computer Services,
Chesterfield, Derbyshire, UK.
www.tynecomp.co.uk
It's version 16. (not student version)
Filipe Rodrigues
Aerospace Engineering Student
IST, Lisbon
Citando Martin Liddle xansys05@tynecomp.co.uk:
On 17/04/2016 17:24, uufinho@sapo.pt wrote:
But now, I'm having a problem that I don't understand why it's
happening. I'm creating a geometry with more lines, as example:
"
L,32,40,1
L,26,38,1
L,44,39,1
LSEL,S,LINE,,157,160,1
LATT,,3,2,,,,
"
Everything Works fine except when I got more than 155 lines. I got an
error on ansys when I run my code that says: "Specified range of 161 to
162 exceeds the allowed maximum of 155. The LSEL command is ignored". Do
you know how can I fix this? Is there anyway to change the maximum to a
bigger number?
Are you using an educational version of ANSYS? Could you state the
exact version you are using.
--
Martin Liddle, Tynemouth Computer Services,
Chesterfield, Derbyshire, UK.
www.tynecomp.co.uk[1]
Xansys-temp mailing list
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Hiya ! Eureeeka : http://www.eureka.im/2653.html
You have to tell us which LICENSE feature you use, that is the much more
obvious explanation ! Thanks !
Benjamin aa_aanefl3Dpro HAGEGE, Eng. & Ph.D. Arts & Métiers
*Own Compagny : NABLA.Expertises
*Academic job 1 : Collaborator of french Minister of Research (for Research
Tax Credit)
*Academic job 2 : Associate prof. @ www.utc.fr / Dpt Mechanical Engineering
2016-04-17 19:13 GMT+02:00 uufinho@sapo.pt:
It's version 16. (not student version)
Filipe Rodrigues
Aerospace Engineering Student
IST, Lisbon
Citando Martin Liddle xansys05@tynecomp.co.uk:
On 17/04/2016 17:24, uufinho@sapo.pt wrote:
But now, I'm having a problem that I don't understand why it's
happening. I'm creating a geometry with more lines, as example:
"
L,32,40,1
L,26,38,1
L,44,39,1
LSEL,S,LINE,,157,160,1
LATT,,3,2,,,,
"
Everything Works fine except when I got more than 155 lines. I got an
error on ansys when I run my code that says: "Specified range of 161 to
162 exceeds the allowed maximum of 155. The LSEL command is ignored". Do
you know how can I fix this? Is there anyway to change the maximum to a
bigger number?
Are you using an educational version of ANSYS? Could you state the exact
version you are using.
--
Martin Liddle, Tynemouth Computer Services,
Chesterfield, Derbyshire, UK.
www.tynecomp.co.uk[1]
Xansys-temp mailing list
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--
Benjamin HAGEGE, Maître de Conférences
UTC / Centre de recherches de Royallieu
Département Génie Mécanique
BP 20529, 60205 Compiègne cedex
France
Tél: 06.10.123.134
Bureau H304
Hi,
That's the message you get when you try to select lines, the number of which are over the highest one, i.e. you're trying to select lines 161 and 162, but they have not been defined, the highest numbered line in your model being 155. So check your model (or the macro defining it).
Best regards,
Félix Zabala Falcó
Meyer Shipyard
Papenburg (Germany)
-----Ursprüngliche Nachricht-----
Von: Xansys-temp [mailto:xansys-temp-bounces@xansystest.info] Im Auftrag von uufinho@sapo.pt
Gesendet: Sonntag, 17. April 2016 19:13
An: XANSYS Mailing List Temporary Home
Betreff: Re: [Xansys] [XANSYS][STRUCT][APDL] Using FSUM to get the Reaction Forces SUM of Specified Nodes
It's version 16. (not student version)
Filipe Rodrigues
Aerospace Engineering Student
IST, Lisbon
Citando Martin Liddle xansys05@tynecomp.co.uk:
On 17/04/2016 17:24, uufinho@sapo.pt wrote:
But now, I'm having a problem that I don't understand why it's
happening. I'm creating a geometry with more lines, as example:
"
L,32,40,1
L,26,38,1
L,44,39,1
LSEL,S,LINE,,157,160,1
LATT,,3,2,,,,
"
Everything Works fine except when I got more than 155 lines. I got an
error on ansys when I run my code that says: "Specified range of 161
to
162 exceeds the allowed maximum of 155. The LSEL command is ignored".
Do you know how can I fix this? Is there anyway to change the maximum
to a bigger number?
Are you using an educational version of ANSYS? Could you state the
exact version you are using.
--
Martin Liddle, Tynemouth Computer Services, Chesterfield, Derbyshire,
UK.
www.tynecomp.co.uk[1]
Xansys-temp mailing list
Xansys-temp@xansystest.info
http://xansystest.info/mailman/listinfo/xansys-temp_xansystest.info
If you are receiving too many emails from XANSYS please consider
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MEYER WERFT GmbH & Co. KG
Firmensitz: 26871 Papenburg
Registergericht: Amtsgericht Osnabrück HRA 204138
Pers. haft. Gesellschaft: Meyer Werft Verwaltungs - GmbH
Firmensitz: 6 D, Route de Trèves, L-2633 Senningerberg
Registergericht: Luxemburg B 193173
Geschäftsführer: Bernard Meyer, Dr. Jan Meyer, Lambert Kruse
When defining nodes and elements the next entity defined is usually the next higher number, when defining lines ANSYS (XOX) uses the lowest available number. If you end up with a gap in your numbering due to a deletion or a merge, the next line defined will re-use the lowest available number.
To make your macro's more robust use the _return parameter which gives the entity number of the thing just created.
L,12,34
Line21=_return
Will set the parameter 'line21' to the number of the line just created between keypoints 12 and 34 You can use this parameter as you would the actual value in most subsequent operations
Ian
GEAE
-----Original Message-----
From: Xansys-temp [mailto:xansys-temp-bounces@xansystest.info] On Behalf Of uufinho@sapo.pt
Sent: Sunday, April 17, 2016 12:24 PM
To: XANSYS Mailing List Temporary Home
Subject: Re: [Xansys] [XANSYS][STRUCT][APDL] Using FSUM to get the Reaction Forces SUM of Specified Nodes
Hello you all again,
First of all, thanks for your support. I ended up getting the FSUM command working properly for my case following your suggestions.
But now, I'm having a problem that I don't understand why it's happening. I'm creating a geometry with more lines, as example:
"
L,32,40,1
L,26,38,1
L,44,39,1
LSEL,S,LINE,,157,160,1
LATT,,3,2,,,,
"
Everything Works fine except when I got more than 155 lines. I got an error on ansys when I run my code that says: "Specified range of 161 to 162 exceeds the allowed maximum of 155. The LSEL command is ignored". Do you know how can I fix this? Is there anyway to change the maximum to a bigger number?
Thank you in advance,
Filipe Rodrigues
Aerospace Engineering Student
IST, Lisbon
Citando BenZ Hagege Benjamin.Hagege@utc.fr:
Agree when using NFORCE, no FSUM !
I have verified welds (and the last topics here where very
interesting) with eurocode 3 using NFORCE at the weld' toe, I have
verified gaskets but only with Abaqus (sorry I was a heretic 10years
ago !) and used only their dofs/force designed for, I have checked
internal equilibrium, of elements or constraint equations, using
NFORCE, no FSUM, I have verified connectivity with my great I-DEAS NX
5 version that is my meshing tool 'til I'll die,
To me, if you use FSUM for internal forces, you're not using it the
way it is assumed to ! It is made for Reaction Forces
Just want to discuss that to make it clear for the rookies, of course
we all have our way to use Ansys, only result is important :)
Benjamin wRespects HAGEGE, Eng. & Ph.D. Arts & Métiers *Own Compagny :
NABLA.Expertises *Academic job 1 : Collaborator of french Minister of
Research (for Research Tax Credit) *Academic job 2 : Associate prof. @
www.utc.fr[1] / Dpt Mechanical Engineering
2016-04-13 8:47 GMT+02:00 Christopher Wright chrisw@skypoint.com:
On Apr 13, 2016, at 1:24 AM, BenZ Hagege wrote:
Yeah, true, but who's gonna list partial reaction forces with not all
the
element behind the nodes considered in regular statics
Dozens of reasons. Get a load distribution for weld and bolting
design or gasket loading; check internal equilibrium for pieces of a
model; verify connectivity and load transfer; check out error
messages dealing with constraint equations and coupled node sets to name a few.
Christopher Wright P.E. |"They couldn't hit an elephant at
chrisw@skypoint.com | this distance" (last words of Gen.
.......................................| John Sedgwick, Spotsylvania
1864)
https://urldefense.proofpoint.com/v2/url?u=http-3A__www.skypoint.com_
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