Upload
toshugo
View
218
Download
0
Embed Size (px)
Citation preview
7/29/2019 __ANSYSPrac-9c.pdf
1/4
ANSYS Practice No. 9C
Thermal-Stress Analysis using the Direct Coupled Method
Pipe with Cooling Fins
Description:
To analyse the thermal-stress filed in the Stainless steel pipe with cooling fins using the
Direct Coupled Method. The thermal loadings are the same as in Practice 9A, with the internal
pressure of 1000 psi applied to the model simultaneously. The material property of 304
Stainless Steel is as follows:
Youngs Modulus:2.7993e7 (lbf/in2) Poissons ratio: 0.29
Specific heat: 46.286 (Btu/lb) Conductivity: 0.21822e-3 (Btu/(hr-in-oF)
Density: 0.75148e-3 (lbf-sec2/in4) Thermal expansion coefficient: 0.9889e-7 (/ oF)
Figure 1. The axisymmetric model of the pipe with the thermal and pressure loadings.
Instructions:
1. Enter ANSYS in your working directory using pipe-direct as the jobnameor:
Clear the database, and change the jobname topipe-direct.
2. Read input from pipe-th.inp to create the 2D axisymmetric model:
/INPUT, pipe-th, inp
3. Add an axisymmetric coupled field element type (PLANE13).
- Main Menu > Preprocessor > Element Type > Add/Edit/Delete
Select Coupled Field and Vector Quad 13, then [OK]
4. Modify element options for structural / thermal, axisymmetric:
[Options]
K1 = UX UY TEMP AZ K3 = Axisymmetric
[OK]
[Close]
1
7/29/2019 __ANSYSPrac-9c.pdf
2/4
- Or issue:
ET, 1, PLANE13
KEYOPT, 1,1,4
KEYOPT, 1,3,1
5. Change the title:- Utility Menu > File > Change Title
/TITLE = 2D AXI-SYMM THERMAL ANALYSIS W/ COV. LOADING
ESIZE=0.125
[OK]
6. Mesh the model using mapped meshing with 2D quad elements:
- Main Menu > Preprocessor > MeshTool
Pick [Set] under Size Controls: Global
SIZE = 0.25/2, then [OK]
Select Mapped, then [Mesh]
[Pick All]- Or issue:
MSHAPE, 0, 2D
MSHKEY, 1
ESIZE, 0.25/2
AMESH, ALL
7. Specify material property data (refer to Practice 9A Handout)
8. Apply convection loads to the solid model lines:
- Use either the manu path or issue:
SEL, 2, CONV, 0.69e-4, , 70
SEL, 6, CONV, 0.69e-4, , 70
SEL, 10, CONV, 0.69e-4, , 70
SEL, 9, CONV, 0.28e-3, , 450
SEL, 13, CONV, 0.28e-3, , 450
9. Apply internal constant pressure of 1000 psi to the internal lines of the pipe:
- Use either the manu path or issue:
SEL, 9, PRES, 1000
SEL, 13, PRES, 1000
10. Apply symmetry boundary condition on lines at Y = 0:
- Main Menu > Preprocessor > Loads > -Loads- Apply > Displacement > -Symmetry B.C- On
lines +
Select the appropriate lines (i.e. lines 2, 5 and 11), then [OK]
- Or issue:
DL, 3, , SYMM
DL, 5, , SYMM
DL, 11, , SYMM
11. Couple UY DOF on nodes at Y = 1:
11a). Select nodes a Y= 1 using the Select logic:- Utility Menu > Select >Entities:
Select Nodes and By Location,
2
7/29/2019 __ANSYSPrac-9c.pdf
3/4
Select Y Coordinates
Set Min,Max to 1, then [OK]
- Or issue:
NSEL, S, LOC, Y, 1
11b). Define a UY DOF couple set on the select set of nodes:
- Main Menu > Preprocessor >Coupling / Ceqn > Couple DOFs +: [Pick All]
Let: NSET = 1
Set Lab = UY
[OK]
- Utility Menu > Select >Everything
- Or issue:
CP, 1, UY, ALL
ALLSEL, ALL
12. Save the database and obtain the solution.- Use either the Manu path, or issue:
SAVE
/SOLU
SOLVE
13. Enter the general postprocessor and review the results:
13a). Plot displacement:
- Main Manu > General Postproc > Plot Results > -Contour Plot Nodal Solu
Pick DOF solution and Translation USUM
Select Def + undef edge, then [OK].
- Or issue:
/POST1
PLNSOL, U, SUM, 2, 1
13b). Plot von Mises stress:
- Main Manu > General Postproc > Plot Results > -Contour Plot Nodal Solu
Pick Stress and von Mises SEQV select Def shape only, then [OK].
- Or issue:
PLNSOL, S, EQV
13c). Plot radial stress:
- Main Manu > General Postproc > Plot Results > -Contour Plot Nodal Solu
Pick Stress and X-direction SX, then [OK].
- Or issue:
PLNSOL, S, X
13d). Expand the axisymmetric radial stress 90 degrees about the Y axis and reflect about the x-
z plane:
- Utility Manu > PlotCtrls > Style > Symmetry Expansion > 2D Axi-Symmetric
Pick 1/4 expansion and set reflection to Yes, then [OK].
- Utility Manu > PlotCtrls > Pan, Zoom, Rotate [ISO]
- Or issue:
3
7/29/2019 __ANSYSPrac-9c.pdf
4/4
/EXPAND, 9, AXIS, , , 10, , 2, RECT, HALF, , 0.00001
/VIEW, 1, 1, 1, 1
/REPLOT
13e). Plot longitudinal (axis) stress:
- Main Manu > General Postproc > Plot Results > -Contour Plot Nodal Solu
Pick Stress and Y-direction SY, then [OK].- Or issue:
PLNSOL, S, Y
13f). Plot circumferential (hoop) stress:
- Main Manu > General Postproc > Plot Results > -Contour Plot Nodal Solu
Pick Stress and Z-direction SZ, then [OK].
- Or issue:
PLNSOL, S, Z
14. Save and exit ANSYS
- Pick the QUIT button from the Toolbar (or select: Utility Menu > File > Exit ) Select Save Everything
[OK].
4