Тест 3.13 Strong bending of the console into a cylindrical shell (new)
Verification of the LIRA-FEM software / Тест 3.13 Strong bending of the console into a cylindrical shell (new) / Analytical solution: L. D. Landau, E. M. Lifshits Theory of Elasticity, M.: " Science ", 1987, p. 106. 106.
<p><b>Analytical solution:</b> L. D. Landau, E. M. Lifshitz <i>Theory of Elasticity</i>, Moscow: Science, 1987, p. 106.</p>
<p><b>Geometry:</b>
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L = 10 м;<br>
b = 1 м;<br>
h = 0.01 м.
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<p><b>Material characteristics:</b> <i>Е = 1.2 </i>x<i> 10<sup>8</sup> т/м<sup>2</sup>.</i></p>
<p><b>Boundary conditions:</b> Point A is pinched.</p>
<p><b>Stresses:</b> <i>My = 2π tm.</i></p>
<p> </p>
<p>The structure was modeled with rod finite elements for strong bending ( FE 309), breakdown - 100 FE, and finite elements for strong plate bending (FE 341) breakdown - 100 FE along the length, one along the width. Calculation results are the same.</p>
<p><b> </b></p>
<p><b>CALCULATION RESULTА:</b></p>
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<p align="center"><b>Point</b></p>
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<p align="center"><b><span>The desired value</span></b></p>
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<p align="center"><b><span>Analytical solution</span></b></p>
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<p align="center"><b><span>Calculation results (LIRA)</span></b></p>
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<p align="center"><b>Uncertainty,%</b></p>
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<p align="center">B</p>
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<p align="center"><i>w</i><sub>B</sub>, <i>м</i> </p>
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<p align="center">0.0</p>
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<p align="center">-0,001</p>
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<p align="center">0</p>
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<p align="center">B</p>
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<p align="center"><i>u</i><sub>B</sub>, <i>м</i></p>
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<p align="center">-10.0</p>
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<p align="center">-10,01</p>
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<p align="center">0,1</p>
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<p align="center">C (L/2)</p>
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<p align="center"><i>u</i><sub>C</sub>, <i>м</i></p>
</td> <td>
<p align="center">-5.0</p>
</td> <td>
<p align="center">-5,0</p>
</td> <td>
<p align="center">0,0</p>
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<p> </p> Preview image: Array
Note:
For the construction of scheme 1, the FE 341 (geometrically non-linear rectangular FE) was used.
Number of nodes:202.
Number of elements: 100.
For building 2nd scheme was used FE 309 (geometrically nonlinear rod FE).
Number of nodes: 101.
Number of elements: 100.
FILES
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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