You are here
1073740940 error- ABAQUS
Thu, 2015-02-19 17:02 - ashkan khalili
Hi everyone,
I'm using UEL and I'm getting this error when I'm trying to run the job "aborted with system error code 1073740940". Does anyone have any idea how can I fix it?
I'm using ABAQUS 6.12 with a core i7 PC.
I would appreciate if you could help me with this.
Best Regards,
»
- ashkan khalili's blog
- Log in or register to post comments
- 6753 reads
Comments
ABAQUS mailing list
Hello
I recommend you become a member of the ABAQUS mailing list
http://groups.yahoo.com/neo/groups/Abaqus/info
Study the archive of messages before posting in this list.
This is a moderated list, any posting will be forwarded to subscribers with a delay.
Good luck
Frank
Hi Franks,
Hi Franks,
Thanks for your help. I have one question about UEL and it would be the most kind of you to hlp me with it.
I'm working on UEL and studying wave propagation in beam. I have a special purpose beam element defined in UEL which has four nodes. When the beam is horizontal and a vertical load is being applied, it's working perfectly:
*Node
1, 0., 0., 0.
2, 0, 0.25, 0.
3, 0., 0., 0.
4, 0., 0.25, 0.
*USER ELEMENT,NODES=4,TYPE=U201,PROPERTIES=15,COORDINATES=3,VARIABLES=100, UNSYMM
1,2,6
*ELEMENT,TYPE=U201,ELSET=Set-1
1, 1, 2, 3, 4
*Cload, Amplitude=TB40KR
FR, 2, 1.
But, when the beam has a rotation (let's assume 45 degree wrt horizontal line), and the same load (vertical) is being applied, something is going wrong and I'm getting exactly the same answer with the horizontal one (they shouldn't be the same. It has been tested by using B32 elements from ABAQUS library).
*Node
1, 0., 0., 0.
2, 0.176776695, 0.176776695, 0.
3, 0., 0., 0.
4, 0.176776695, 0.176776695, 0.
*USER ELEMENT,NODES=4,TYPE=U201,PROPERTIES=15,COORDINATES=3,VARIABLES=100, UNSYMM
1,2,6
*ELEMENT,TYPE=U201,ELSET=Set-1
1, 1, 2, 3, 4
*Cload, Amplitude=TB40KR
FR, 2, 1.
I'm pretty much sure it will raise lots of questions in your mind about why I'm not using beam elements from ABAQUS library and etc. I should say that, I HAVE TO define and use my own elements. :(
It would be very kind of you to let me know what's wrong here.
Thanks in advance.
Best Regards,