3D Space Frame Example
Problem Description
The problem to be modeled in this example is a simple bicycle frame
shown in the following figure.
The frame is to be built of hollow aluminum tubing having an outside diameter
of 25mm and a wall thickness of 2mm for the main part of the frame.
For the rear forks,
the tubing will be 12mm outside diameter and 1mm wall thickness.
ANSYS Command Listing
! Command File mode of 3D Bicycle Space Frame
/title,3D Bicycle Space Frame
/prep7 ! Enter the pre-processor
! Define Some Parameters
x1 = 500 ! These parameters are not required; i.e. one could
x2 = 825 ! directly enter in the coordinates into the keypoint
y1 = 325 ! definition below.
y2 = 400 ! However, using parameters makes it very easy to
z1 = 50 ! quickly make changes to your model!
! Define Keypoints
K,1, 0,y1, 0 ! k,key-point number,x-coord,y-coord,z-coord
K,2, 0,y2, 0
K,3,x1,y2, 0
K,4,x1, 0, 0
K,5,x2, 0, z1
K,6,x2, 0,-z1
! Define Lines Linking Keypoints
L,1,2 ! l,keypoint1,keypoint2
L,2,3
L,3,4
L,4,1
L,4,6
L,4,5
L,3,5 ! these last two line are for the rear forks
L,3,6
! Define Element Type
ET,1,pipe16
KEYOPT,1,6,1
! Define Real Constants
! (Note: the inside diameter must be positive)
R,1,25,2 ! r,real set number,outside diameter,wall thickness
R,2,12,1 ! second set of real constants - for rear forks
! Define Material Properties
MP,EX,1,70000 ! mp,Young's modulus,material number,value
MP,PRXY,1,0.33 ! mp,Poisson's ratio,material number,value
! Define the number of elements each line is to be divided into
LESIZE,ALL,20 ! lesize,line number(all lines),size of element
! Line Meshing
REAL,1 ! turn on real property set #1
LMESH,1,6,1 ! mesh those lines which have that property set
! mesh lines 1 through 6 in steps of 1
REAL,2 ! activate real property set #2
LMESH,7,8 ! mesh the rear forks
FINISH ! Finish pre-processing
/SOLU ! Enter the solution processor
ANTYPE,0 ! Analysis type,static
! Define Displacement Constraints on Keypoints (dk command)
DK,1,UX,0,,,UY,UZ ! dk,keypoint,direction,displacement,,,direction,direction
DK,5,UY,0,,,UZ
DK,6,UY,0,,,UZ
! Define Forces on Keypoints (fk command)
FK,3,FY,-600 !fk,keypoint,direction,force
FK,4,FY,-200
SOLVE ! Solve the problem
FINISH ! Finish the solution processor
SAVE ! Save your work to the database
/post1 ! Enter the general post processor
/WIND,ALL,OFF
/WIND,1,LTOP
/WIND,2,RTOP
/WIND,3,LBOT
/WIND,4,RBOT
GPLOT
/GCMD,1, PLDISP,2 !Plot the deformed and undeformed edge
/GCMD,2, PLNSOL,U,SUM,0,1
! Set up Element Table information
! Element tables are tables of information regarding the solution data
! You must tell Ansys what pieces of information you want by using the
! etable command:
! etable,arbitrary name,item name,data code number
! The arbitrary name is a name that you give the data in the table
! It serves as a reference name to retrieve the data later
! Use a name that describes the data and is easily remembered.
! The item name and data code number come off of the tables provided.
! Examples:
! For the VonMises (or equivalent) stresses at angle 0 at both ends of the
! element (node i and node j);
etable,vonmi0,nmisc,5
etable,vonmj0,nmisc,45
! For the Axial stresses at angle 0
etable,axii0,ls,1
etable,axij0,ls,33
! For the Direct axial stress component due to axial load (no bending)
! Note it is independent of angular location.
etable,diri,smisc,13
etable,dirj,smisc,15
! ADD OTHERS THAT YOU NEED IN HERE...
! To plot the data, simply type
! plls, name for node i, name for node j
! for example,
/GCMD,3, PLLS,vonmi0,vonmj0
/GCMD,4, PLLS,axii0,axij0
/CONT,2,9,0,,0.27
/CONT,3,9,0,,18
/CONT,4,9,-18,,18
/FOC,ALL,-0.340000,,,1
/replot
PRNSOL,DOF,