Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

  • Congratulations cowski on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Cantilever beam displacemente

Status
Not open for further replies.

Gilgamesh99

Automotive
Joined
Jun 11, 2013
Messages
45
Location
MX
Hi:

I'm new with abaqus and this is my question: Im trying to get the displacement of the free end of a cantilever beam using abaqus standard, for some reason, the real displacemente (5.103mm) is not reflected on the .dat file. I vaguely remember the instructor saying that the displacement is not showed exactly on the node but a little inside of the beam. This is the code of my input file:

Code:
*HEADING
CANTILEVER BEAM
*PREPRINT, MODEL=YES
**
**
**
*NODE
1,0,0,0
2,4000,0,0
*ELEMENT, TYPE=B21, ELSET=CANTILEVER
1, 1, 2
*BEAM SECTION, SECTION=RECTANGULAR, ELSET=CANTILEVER, MATERIAL=STEEL
346.,346.
0,0,-1
*MATERIAL, NAME=STEEL
*ELASTIC
28000
*BOUNDARY
1, ENCASTRE
**1,1,3,0
**************************************************************
**************************************************************
***********************HYSTORY********************************
**PERTURBATION ES ANALISIS LINEAL
*STEP, NAME=STEP-1, PERTURBATION
*STATIC
*CLOAD
2, 2, -8000
**
** Output requests
**
*OUTPUT, FIELD, VARIABLE=PRESELECT
*NODE OUTPUT
U, RF
*NODE PRINT
U,
RF,
*EL PRINT
5,4,3,2,1
S11
E11
*END STEP

Hopefully you will be able to help me.

Thank you in advance!
 
The problem is that I don't have any instrutor anymore, Im on my own. It was only a brief course!
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor

Back
Top