Glossary

ROHR2fesu

ROHR2fesu allows a detailed finite element investigation of selected areas of a global ROHR2 model, such as nozzles or special components.

Also
Finite element substructure · FE analysis of piping components
Also known as
  • Finite element substructure
  • FE analysis of piping components
01

A shell model inside the beam model

ROHR2fesu is the finite element module of the ROHR2 program system; the abbreviation stands for finite element substructure. A single component – a nozzle, a branch, a trunnion – is modelled with shell elements in its actual geometry and inserted as a substructure into the beam model of the piping.

The rest of the system remains a frame. Detailed analysis is thus applied only where the beam model reaches its limit, and the effort is confined to the location that justifies it.

02

What the coupling achieves

The substructure is part of the overall model. This has two advantages over a separate finite element calculation. First, the loading of the component for every load case results from the system itself – forces and moments need not be transferred by hand, and signs and coordinate systems cannot be mixed up.

Second, the stiffness of the component enters the analysis of the system. A nozzle in a thin vessel wall is considerably more flexible than the rigid connection often assumed in the beam model. With the actual flexibility, the loads distribute more realistically.

03

Typical applications

The module is used for individual locations where the blanket factors of the code do not apply or are not sufficient.

  • Nozzles on vessels and equipment whose allowable loads are exceeded.
  • Branches outside the range of validity of the stress intensification factors.
  • Welded trunnions, lugs and other support attachments.
  • Pipe of large diameter and small wall thickness.
  • Special components for which the code contains no design rule.
04

Assessing the results

The shell model delivers the stress distribution over the surface of the component, separated into membrane and bending. Assessment follows the stress categories of the applicable code – primary, secondary, peak – each against its own limit.

Care is needed where two shells meet. There the model shows numerical peaks that depend on mesh density. How they are to be assessed is a matter of the code and of experience, not of the software.

05

Limits of the method

Shell elements presuppose thin-walled components. Thick-walled components, the exact geometry of a weld, contact between parts or fracture mechanics are tasks for a general-purpose finite element program with solid elements.

Effort sets a limit as well: a finite element substructure at every branch of a plant is neither necessary nor sensible. It is the tool for the few locations where the simple check does not work out.

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Overview

Beam model and FE substructure compared

Question Beam model FE substructure
Representation of the component Beam with flexibility and stress intensification factor Shell with actual geometry
Local stresses Covered by blanket factors Distribution over the component surface
Flexibility of a nozzle Rigid or with an estimated spring Results from the model
Effort Low Considerably higher – for individual locations only
Frequently asked questions

Frequently asked questions about ROHR2fesu

When is a finite element substructure worthwhile?

When a single location cannot be justified by the simple check and the alternative would be a modification – an overloaded equipment nozzle, for example – or when the code provides no factors for the component.

Does ROHR2fesu replace a general-purpose FE program?

For shell-type components in a piping system it covers the usual need. Thick-walled components, contact problems or fracture mechanics remain tasks for a general-purpose finite element program.

What information is needed for the model?

The exact geometry of the component: diameters, wall thicknesses, reinforcing pads, position and dimensions of attachments. For equipment nozzles this means the drawing of the manufacturer.

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