i'm a beginner .i can't ascertain the definitions of some data of output!
for example,what are the deformations of section1 in output----'ele1secDef.out' of example 3.3? first column of data is time,but what is the second and third column?is the second column axis-strain ,axis-displacement ,shear-strain or shear displacement??? and is the third column angle or curvature?where can i get the detailed definition? i think the manual is not detailed enough!
the definition of output record
Moderators: silvia, selimgunay, Moderators
I want to know the output of element recorder
I'm studying about the element recorder.
But, I got the information of element recorder.
If you input "recorder Element 1 -file fn.out -time force" in 2D analysis, then "fn.out" have 7-columns.
"Element 1" means "I want to know the forces of element No. 1."
Seven Columns means as follows.
Time - Shear force of i-node (Vi) - Axial force at i-node (Pi) - moment at i-node (Mi) - Vj - Pj - Mj
I found it through cantilever column analysis.
Unfortunatully, I don't know other thing, for example section.....
But, I got the information of element recorder.
If you input "recorder Element 1 -file fn.out -time force" in 2D analysis, then "fn.out" have 7-columns.
"Element 1" means "I want to know the forces of element No. 1."
Seven Columns means as follows.
Time - Shear force of i-node (Vi) - Axial force at i-node (Pi) - moment at i-node (Mi) - Vj - Pj - Mj
I found it through cantilever column analysis.
Unfortunatully, I don't know other thing, for example section.....
Dong-Woo Ko
Korea University
Seoul
Korea
Korea University
Seoul
Korea
when an element is called to ouput force they output the forces in the global coord system
at the element ends, i.e. 3d 6dof: Fx1 Fy1 Fz1 Mx1 My1 Mz1 Fx2 Fy2 Fz2 Mx2 My2 Mz2
and 2d 3dof: Fx1 Fy1 Mz1 Fx2 Fy2 Mz2
if the element is oriented along the x axis the Fx will be the axial force, if oriented differently it will be something else.
at the element ends, i.e. 3d 6dof: Fx1 Fy1 Fz1 Mx1 My1 Mz1 Fx2 Fy2 Fz2 Mx2 My2 Mz2
and 2d 3dof: Fx1 Fy1 Mz1 Fx2 Fy2 Mz2
if the element is oriented along the x axis the Fx will be the axial force, if oriented differently it will be something else.
recorders
Making a better description of all this is at the very top of my to-do list for the revised manual.
But, for now, here is what I do:
first of all, are you asking for localForces/Deformations? or Forces/Deformations. this gives you an idea of which coordinate system you are looking at!
second, open up the file and see what makes sense to you, which is a good way to check your model, too.
.The first column may be time if you asked for it in the recorder command.
. Then you have to see if you are asking for deformations or forces
. look at the model command and see how many degrees of freedom you have per node.
. then, for a 3d problem, you typically have Dx,Dy,Dz,Thetax,Thetay,Thetaz for deformations and Fx,Fy,Fz,Mx,My,Mz. in local coordinates this becomes:
axial (force/defor), shear,shear,Torsion,Moment and Moment.
. you have these at node i and then at node j.
. if you have time in the data, this equals 13 columns of data.
hope this helps!!!
silvia
But, for now, here is what I do:
first of all, are you asking for localForces/Deformations? or Forces/Deformations. this gives you an idea of which coordinate system you are looking at!
second, open up the file and see what makes sense to you, which is a good way to check your model, too.
.The first column may be time if you asked for it in the recorder command.
. Then you have to see if you are asking for deformations or forces
. look at the model command and see how many degrees of freedom you have per node.
. then, for a 3d problem, you typically have Dx,Dy,Dz,Thetax,Thetay,Thetaz for deformations and Fx,Fy,Fz,Mx,My,Mz. in local coordinates this becomes:
axial (force/defor), shear,shear,Torsion,Moment and Moment.
. you have these at node i and then at node j.
. if you have time in the data, this equals 13 columns of data.
hope this helps!!!
silvia