Cylindrical Reservoir with Walls of Constant Thickness
The reservoir undergoes the pressure of liquid, as shown on the picture. The bottom of reservoir is embedded into an absolutely rigid foundation.
In most cases in practice the thickness of reservoir wall h is small compared to both the radius R, and the depth of the reservoir d.
Taking into consideration the fact that the bottom of the reservoir does not experience any deformations, it is feasible to model the reservoir as the cylindrical wall whose bottom base is clamped.
The finite element model with applied loads and restraints |
Input data and analytical solution can be viewed here.
After carrying out calculation with the help of AutoFEM, the following results are obtained:
Table 1.Parameters of finite element mesh
Finite Element Type |
Number of Nodes |
Number of Finite Elements |
linear triangle |
5166 |
10000 |
Table 2.Result "Displacement, magnitude"*
Numerical Solution |
Analytical Solution |
Error δ = 100%* |w* - w| / |w| |
6.1472E-007 |
6.1366E-007 |
0.17 |
*The results of numerical tests depend on the finite element mesh and may differ slightly from those given in the table.
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