Тест 4.1 Shell stability
Verification of the LIRA-FEM software / Тест 4.1 Shell stability / Analytical solution: L. D. Landau, E. M. Lifshitz Theory of Elasticity, M.: Science, 1987, p. 123.
Analytical solution: Л. D. Landau, E. M. Lifshits Theory of Elasticity, M: Science,, 1987, p. 123.
Geometry:
|
b = 0.5 м; L = 10 м; h = 0.1 м. |
Material characteristics: Е = 2 х 107 т/м2, ν = 0.25.
Boundary conditions: The left side is pinched.
Loads: f = 20 т/м.
CALCULATION RESULTS:
|
Loading |
The desired value |
Analytical solution |
Calculation results (LIRA) |
Uncertainty,% |
|
1 |
Stock factor |
4,39 |
4,32 |
1,6 |
Preview image: Array
Note:
For the construction of the scheme used FE 41 (rectangular FE).
Number of nodes:606.
Number of elements:500.
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