1. Reference problem#

1.1. Geometry#

The structure studied is similar to the curved zone of a steam generator tube. It is supposed to be embedded at its two ends \(A\) and \(C\); the latter are supposed to correspond to the passage of the tube in the upper spacer plate of a steam generator. At point \(B\) at the top of the hanger (also called apex), the structure is guided into a game support.

_images/10000F6A000069D500004F60C8098B1AA9E282FB.svg

Figure 1.1-a: Diagram of the curved zone of a GV tube, supposed to be embedded in the last spacer plate, guided into a game support

The structure is similar to a beam with a hollow circular cross section with a total length of \(\mathrm{1,74329}m\) and a straight \(\mathrm{250,43 }\mathrm{mm}\) at each end of the tube.

Outer tube diameter: \(\mathrm{22,22 }\mathrm{mm}\)

Inner tube diameter: \(\mathrm{19,68 }\mathrm{mm}\)

1.2. Material properties#

The values of the characteristics of the various elements of the structure are as follows:

Inconel 600 tube

\(E={\mathrm{2,02 10}}^{11}N/{m}^{2}\)

\(\nu =\mathrm{0,3}\)

\(\rho =\mathrm{8330 }\mathrm{kg}/{m}^{3}\)

Internal fluid:

the modelled internal fluid is water under pressure at high temperature; its density \({\rho }_{i}\) is assumed to vary linearly along the curved zone, between \(A\) and \(C\), between and, from \(\mathrm{738,58 }\mathrm{kg}/{m}^{3}\) to \(\mathrm{731,16 }\mathrm{kg}/{m}^{3}\).

External fluid:

the tube is supposed to be immersed in a two-phase mixture over its entire length; the flow of the mixture is transverse to the hanger at all points. The equivalent density of the mixture is obtained using the formula:

\({\rho }_{e}\mathrm{=}\alpha {\rho }_{\mathit{gaz}}+(1\mathrm{-}\alpha ){\rho }_{\mathit{liquide}}\), where \(\alpha\) refers to the volume of gas.

This density appears to be between \(84\mathrm{kg}/{m}^{3}\) and \(150\mathrm{kg}/{m}^{3}\). An equivalent density is assigned to the dynamic system when calculating its modal fluid base at rest; this equivalent density includes the density of the internal fluid, that of the structure and that of the external fluid; the inertial effect of the latter is evaluated by means of an added mass coefficient.

1.3. Boundary conditions and loads#

The structure is embedded at points \(A\) and \(C\). A game stand is positioned at point \(B\) (\(\mathrm{jeu}=\mathrm{1,20 }\mathrm{mm}\)). A distributed random load, transverse to the tube, is imposed on \((A-C)\). This loading is defined, on the one hand using a speed profile along the excited zone, and on the other hand using a dimensionless excitation spectrum.

1.4. Initial conditions#

The tube is initially at rest, which results in zero displacements and velocities at the initial moment.