Тест 1.6 Cylinder under internal pressure
Verification of the LIRA-FEM software / Тест 1.6 Cylinder under internal pressure / Analytical solution: R.J. Roark et W.C. Young, Formulas for stress and strain, 5e edition, New York, McGraw-Hill, 1975.
Analytical solution: R.J. Roark et W.C. Young, Formulas for stress and strain, 5e edition, New York, McGraw-Hill, 1975.
Geometry:
R = 1 м; h = 0.02 м; L = 4 м |
Material characteristics: Е = 2.1 х 1011 Па, ν = 0.3.
Boundary conditions: No fasteners.
Stresses: Internal pressure p = 10000 Па.
CALCULATION RESULTS:
Point The desired value Analytical solution Calculation results (LIRA) Uncertainty,% A point on the surface σ11, Pa 0 0,202 - σ22, Па 5 x 105 4,95724 x 105 0,86 δR, м 2,38 x 10-6 2,36193 x 10-6 0,76 δL, м -2,86 x 10-6 -2,8327 x 10-6 0,95
Verification examples
- Section 1 Linear static problems for rod systems, plates and shells, three-dimensional problems
- Section 2 Physically nonlinear problems
- Section 3 Geometrically nonlinear problems for threads, cable-stayed trusses, rods, membranes and plates
- Section 4 Задачи устойчивости, в основном изгибно-крутильные формы потери устойчивости
- Section 5 Modal analysis
- Section 6 Linear dynamic problems
- Section 7 Static and dynamic problems with one-sided constraints
- Section 8 Geometric characteristics of the section
- Section 9 Procritical calculations
- Section 10 Problems of stationary and non-stationary heat conduction
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