Products: ABAQUS/Standard ABAQUS/Explicit
Plane stress problem with shape defined by ABCD. Functions defining the curves BC and AD are given above.
Mesh:
A coarse and a fine mesh are tested for each element. In addition, a very fine mesh is tested for each element in the explicit dynamic analysis.
Material:Linear elastic, Young's modulus = 210 GPa, Poisson's ratio = 0.3, density = 7800 kg/m3.
Boundary conditions:
along edge AB, along edge CD.
Loading:
Uniform outward pressure of 10 MPa at outer edge BC. In the explicit dynamic analysis the loading is applied such that a quasi-static solution is obtained.
This is a test recommended by the National Agency for Finite Element Methods and Standards (U.K.): Test LE1 from NAFEMS publication TNSB, Rev. 3, “The Standard NAFEMS Benchmarks,” October 1990.
Target solution: Tangential edge stress () at D is 92.7 MPa.
The results are shown in Table 4.2.11 and Table 4.2.12. The values enclosed in parentheses are percentage differences with respect to the reference solution.
Table 4.2.11 ABAQUS/Standard analysis.
Element | Coarse Mesh | Fine Mesh |
---|---|---|
CPS3 | 51.04 MPa (45%) | 71.26 MPa (23%) |
CPS4 | 66.73 MPa (28%) | 84.54 MPa (9%) |
CPS4I | 58.82 MPa (37%) | 78.21 MPa (16%) |
CPS4R* | 40.48 MPa (56%) | 56.18 MPa (39%) |
CPS6 | 89.10 MPa (4%) | 94.01 MPa (1%) |
CPS6M | 85.88 MPa (7%) | 93.71 MPa (1%) |
CPS8 | 84.54 MPa (9%) | 92.81 MPa (0.12%) |
CPS8R | 85.80 MPa (7%) | 90.07 MPa (3%) |
*A comparison of the results for reduced-integration and full-integration lower-order elements indicates that the full-integration elements perform significantly better for problems with stress concentrations of this type.
CPS3 elements.
CPS4 elements.
CPS4I elements.
CPS4R elements.
CPS6 elements.
CPS6M elements.
CPS8 elements.
CPS8R elements.
CPS3 elements.
CPS4 elements.
CPS4I elements.
CPS4R elements.
CPS6 elements.
CPS6M elements.
CPS8 elements.
CPS8R elements.
CPS3 elements.
CPS4R elements.
CPS6M elements.
CPS3 elements.
CPS4R elements.
CPS6M elements.