This tutorial is the second of three basic tutorials created to illustrate commom features in ANSYS. The plane stress bracket tutorial builds upon techniques covered in the first tutorial (3D Bicycle Space Frame), it is therefore essential that you have completed that tutorial prior to beginning this one.

The 2D Plane Stress Bracket will introduce boolean operations, plane stress, and uniform pressure loading.

The problem to be modeled in this example is a simple bracket shown in the following figure. This bracket is to be built from a 20 mm thick steel plate. A figure of the plate is shown below.

This plate will be fixed at the two small holes on the left and have a load applied to the larger hole on the right.

! Command File mode of 2D Plane Stress Bracket /title, 2D Plane Stress Bracket /prep7 ! Enter the pre-processor ! Create Geometry BLC4,0,0,80,100 CYL4,80,50,50 CYL4,0,20,20 CYL4,0,80,20 BLC4,-20,20,20,60 AADD,ALL ! Boolean Addition - add all of the areas together CYL4,80,50,30 ! Create Bolt Holes CYL4,0,20,10 CYL4,0,80,10 ASBA,6,ALL ! Boolean Subtraction - subtracts all areas (other than 6) from base area 6 ! Define Element Type ET,1,PLANE82 KEYOPT,1,3,3 ! Plane stress element with thickness ! Define Real Constants ! (Note: the inside diameter must be positive) R,1,20 ! r,real set number, plate thickness ! Define Material Properties MP,EX,1,200000 ! mp,Young's modulus,material number,value MP,PRXY,1,0.3 ! mp,Poisson's ratio,material number,value ! Define the number of elements each line is to be divided into AESIZE,ALL,5 ! lesize,all areas,size of element ! Area Meshing AMESH,ALL ! amesh, all areas FINISH ! Finish pre-processing /SOLU ! Enter the solution processor ANTYPE,0 ! Analysis type,static ! Define Displacement Constraints on Lines (dl command) DL, 7, ,ALL,0 ! There is probably a way to do these all at once... DL, 8, ,ALL,0 DL, 9, ,ALL,0 DL,10, ,ALL,0 DL,11, ,ALL,0 DL,12, ,ALL,0 DL,13, ,ALL,0 DL,14, ,ALL,0 ! Define Forces on Keypoints (fk command) FK,9,FY,-1000 !fk,keypoint,direction,force 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 ! Plot the deflection USUM /GCMD,3, PLNSOL,S,EQV,0,1 ! Plot the equivalent stress /GCMD,4, PLNSOL,EPTO,EQV,0,1 ! Plot the equivalent strain /CONT,2,10,0,,0.0036 ! Set contour ranges /CONT,3,10,0,,8 /CONT,4,10,0,,0.05e-3 /FOC,ALL,-0.340000,,,1 ! Focus point /replot PRNSOL,DOF, ! Prints the nodal solutions