2. Benchmark solution#

2.1. Calculation method used for the reference solution#

analytics:

If the pressure varies like:

_images/Object_5.svg

then the circumferential component of the stress tensor is equal to:

_images/Object_6.svg

and the displacement field is equal to:

_images/Object_7.svg

2.2. Benchmark results#

Here, \({\lambda }_{p}\mathrm{=}0\).

X

_images/Object_9.svg

(\(m\))

_images/Object_10.svg

(\(m\))

_images/Object_11.svg

(\(\mathit{Pa}\))

0

5d-11

0

100

1

0

7.5d-11

0

2.3. Uncertainty about the solution#

Analytical solution.

2.4. Bibliographical references#

  • PILKEY W.D.: « Formulas for stress, strain, and structural matrices. » Wiley & Sons, New York, 1994.