Elements tested
- S3
- S3R
- S3RS
- S4
- S4R
- S4R5
- S4RS
- S4RSW
- S8R
- S8R5
- S9R5
- STRI3
- STRI65
- SC6R
- SC8R
ProductsAbaqus/StandardAbaqus/Explicit Elements tested
Problem descriptionModel:Sector of cylindrical shell with a thickness t= 0.01 m. Material:Linear elastic, Young's modulus = 210 GPa, Poisson's ratio = 0.3, density = 7800 kg/m3. Boundary conditions:Edge AB is clamped. Axial displacements are constrained along edges AD and BC. Loading:Uniform normal edge moment of 1000/unit length along edge DC. In the explicit dynamic analysis the loading is applied such that a quasi-static solution is obtained. Reference solutionThis is a test recommended by the National Agency for Finite Element Methods and Standards (U.K.): Test LE2 from NAFEMS publication TNSB, Rev. 3, “The Standard NAFEMS Benchmarks,” October 1990. Stress: Outer surface tangential stress at point E is 60 MPa. Results and discussionThe results shown in Table 1 through Table 4 are interpolated from the integration points to the required nodal location. The values enclosed in parentheses are percentage differences with respect to the reference solution.
These results vary significantly from the target value since the mesh is too coarse to capture a curvature of 30°. The mesh can be refined easily by reducing the arc angle to 10°. The following results show that such mesh refinement greatly improves the accuracy of the results.
Input filesAbaqus/Standard input filesθ = 30°:
Abaqus/Explicit input filesθ = 30°:
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