01.12.2012 Views

OrcaFlex Manual - Orcina

OrcaFlex Manual - Orcina

OrcaFlex Manual - Orcina

SHOW MORE
SHOW LESS

Create successful ePaper yourself

Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.

System Modelling: Data and Results, Lines<br />

Data<br />

380<br />

w<br />

Although the stiffener is modelled as a separate line you do not need to create this line manually – <strong>OrcaFlex</strong> creates<br />

it automatically as an attachment. The procedure for setting up a bend stiffener is as follows:<br />

1. Create a Line Type which defines the material, structural and hydrodynamic properties of the stiffener. Usually<br />

this will be a profiled homogeneous pipe.<br />

2. Create a Stiffener Type which uses this Line Type.<br />

3. Create a line attachment based on this Stiffener Type.<br />

4. Set the line attachment position and the Stiffener Type connection arc length so that the stiffener is attached at<br />

the desired location on the protected line.<br />

If you have multiple protected lines which all use identical bend stiffeners then you can create a single Stiffener<br />

Type which can be re-used on each protected line.<br />

The stiffener profile uses the convention that profile arc length increases from End A towards End B of the stiffener.<br />

If you have a bend stiffener connected at End B of a line then you will need to define the profile so that the arc length<br />

0 refers to the tip of the stiffener. The Modelling Stress Joints topic illustrates this issue in some more detail.<br />

Although the discussion there centres on stress joints many of the points covered are equally applicable to bend<br />

stiffeners.<br />

We strongly recommend that you use the Profile Graph available from the Line Data form to check that the stiffener<br />

is connected at the correct location on the line with the profile defined as you intended.<br />

Segmentation<br />

The stiffener line that <strong>OrcaFlex</strong> creates is modelled with uniform segment length – that is every segment in the<br />

stiffener has the same length. The segment length is determined by the segment length of the protected line in the<br />

protected region.<br />

The stiffener modelling (see below) requires that each node on the stiffener line is associated with a node on the<br />

protected line. Each stiffener node is effectively clamped to its associated protected node.<br />

These constraints have the following implications for the segmentation of the protected line:<br />

1. The protected region must have uniform segment length.<br />

2. The stiffener length must be an exact multiple of the segment length.<br />

One simple way to satisfy these requirements is to model the protected region as a single section with length equal<br />

to the stiffener length.<br />

Note that it is not essential for the protected region to be a single section. The protected region could comprise<br />

multiple sections each using different line types, so long as you satisfy the two rules above.<br />

Drawing and Results<br />

The stiffener line is drawn using the drawing data of the protected line to which it is attached. Note that the stiffener<br />

is not drawn when the program is in reset state; it is only drawn after the static or dynamic analysis has started.<br />

Results are available for the stiffener line exactly as they are for any other <strong>OrcaFlex</strong> line.<br />

<strong>OrcaFlex</strong> reports results separately for protected line and stiffener line and this does need some explanation. For<br />

example, consider bend moment at a particular location in the protected line and at the corresponding location in<br />

the stiffener line. Suppose that the bending stiffnesses are EIp and EIs for protected line and stiffener respectively<br />

(we are assuming linear bend stiffness for simplicity). The bend moment carried by the protected line and stiffener<br />

ensemble is given by BMtotal = C(EIp + EIs) where C is the curvature at this location. For the protected line <strong>OrcaFlex</strong><br />

reports the local protected line bend moment BMp = C.EIp and likewise for the stiffener line <strong>OrcaFlex</strong> reports BMs =<br />

C.EIs. It is straightforward to see that BMtotal = BMp + BMs.<br />

The total load is also split into separate protected line and stiffener loads for effective tension, wall tension, shear<br />

force, torque and stress results. However, the method for doing this varies for axial components as explained in the<br />

next section.<br />

Modelling details<br />

As mentioned above the stiffener is modelled as a separate <strong>OrcaFlex</strong> line which is created automatically by <strong>OrcaFlex</strong><br />

as an attachment. The stiffener line inherits a number of properties from its protected line, namely:

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!