Product: ABAQUS/Standard
Only one-half of the structure is considered, with a symmetry plane at 0. The form of the displacement solution, which is a quadratic function in both r and z, indicates that a single second-order element can model the structure adequately and yield accurate results. This problem is also solved with an 8 × 12 mesh of fully integrated first-order elements and a 16 × 24 mesh of reduced integration first-order elements.
Material:Linear elastic, Young's modulus = 30 × 106, Poisson's ratio = 0.33, coefficient of thermal expansion = 1 × 104.
Boundary conditions:
0 on the 0 plane; 0.06 is applied at and 0 to eliminate the rigid body motion in the global x-direction. This value of is obtained from the equation for above.
Loading:
A temperature field of the form is applied. This is accomplished by calculating the temperature at each node and defining the temperature value using the *TEMPERATURE option.
The analytical solution and the ABAQUS results for the CAXA8n, CAXA8Rn, CAXA4n, and CAXA4Rn (n = 1, 2, 3 or 4) elements are tabulated below for a structure with these parameters: 6, 2, 6, and 300. The output locations are at points , , , and on the 0° plane, as shown in the figure on the previous page, and at points , and H, which are at the corresponding locations on the 180° plane. While both the CAXA8n and CAXA8Rn elements match the exact solution precisely with a zero state of stress, the models using the CAXA4n and CAXA4Rn elements fail to predict a stress-free state, even though the displacement solutions predicted are quite reasonable. However, the CAXA4Rn models give much more accurate results than the CAXA4n models. This example demonstrates that the fully integrated first-order elements do not handle bending problems very well.
Variable | Exact | CAXA8n | CAXA8Rn | CAXA4n | CAXA4Rn |
---|---|---|---|---|---|
at A | 0 | 0 | 0 | 14071 | 0.0168 |
at A | 6 × 102 | 6 × 102 | 6 × 102 | 6 × 102 | 6 × 102 |
at A | 0 | 0 | 0 | 0 | 0 |
at B | 0 | 0 | 0 | 11664 | 3.2186 |
at B | 3 × 102 | 3 × 102 | 3 × 102 | 2.9644 × 102 | 2.9999 × 102 |
at B | 6 × 102 | 6 × 102 | 6 × 102 | 6.0312 × 102 | 6.0001 × 102 |
at C | 0 | 0 | 0 | 14076 | 0.0162 |
at C | 1.4 × 102 | 1.4 × 102 | 1.4 × 102 | 1.3993 × 102 | 1.4 × 102 |
at C | 0 | 0 | 0 | 0 | 0 |
at D | 0 | 0 | 0 | 11108 | 3.5190 |
at D | 5 × 102 | 5 × 102 | 5 × 102 | 5.0306 × 102 | 5.0001 × 102 |
at D | 18 × 102 | 18 × 102 | 18 × 102 | 17.95 × 102 | 18 × 102 |
at E | 0 | 0 | 0 | 14071 | 0.0168 |
at E | 6 × 102 | 6 × 102 | 6 × 102 | 6 × 102 | 6 × 102 |
at E | 0 | 0 | 0 | 0 | 0 |
at F | 0 | 0 | 0 | 11664 | 3.2186 |
at F | 3 × 102 | 3 × 102 | 3 × 102 | 2.9644 × 102 | 2.9999 × 102 |
at F | 6 × 102 | 6 × 102 | 6 × 102 | 6.0312 × 102 | 6.0001 × 102 |
at G | 0 | 0 | 0 | 14076 | 3.5100 |
at G | 1.4 × 102 | 1.4 × 102 | 1.4 × 102 | 1.3993 × 102 | 1.4 × 102 |
at G | 0 | 0 | 0 | 0 | 0 |
at H | 0 | 0 | 0 | 11108 | 3.5100 |
at H | 5 × 102 | 5 × 102 | 5 × 102 | 5.0306 × 102 | 5.0001 × 102 |
at H | 18 × 102 | 18 × 102 | 18 × 102 | 17.95 × 102 | 18 × 102 |
Note: The results are independent of n, the number of Fourier modes.
Figure 1.3.341 through Figure 1.3.344 show plots of the undeformed and deformed meshes, the applied asymmetric temperature field, the contours of , and the contours of , respectively, for the CAXA84 model.
CAXA41 elements.
CAXA42 elements.
CAXA43 elements.
CAXA44 elements.
CAXA4R1 elements.
CAXA4R2 elements.
CAXA4R3 elements.
CAXA4R4 elements.
CAXA81 elements.
CAXA82 elements.
CAXA83 elements.
CAXA84 elements.
CAXA8R1 elements.
CAXA8R2 elements.
CAXA8R3 elements.
CAXA8R4 elements.