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132

S

eptember

2009

www.read-tpt.com

using solid 8-node hexahedral elements. To simulate the action

of the boost die, an axial pressure was applied directly to the end

of the tube cross section. As shown in Figure 1, a half model was

used instead of a whole model to take advantage of symmetry and

thus reduce computation time. The maximum allowed boost load

at different bending angles was determined using a series of FEA

models, and the effect of the boost load schedule on bending results

was also investigated.

Figure 1

:

Finite element model setup of boost tube bending process

To start the tube bending process, the head of the tube is forced

against the bend die by the clamp die. Then the pressure die

translates to contact the tube OD surface with a fixed amount of load

applied. Once the position of the pressure die is locked, the bend die

and the clamp die rotate to bend the tube. In this example, bending

processes with and

without a boost load

applied were simulated.

The position of the

pressure die is locked

during the entire

bending process.

A typical cross section of a tube is shown in Figure 2. The ovality

ratio, the OD wall thinning ratio, and the ID wall thickening ratio

are the three important parameters to characterise the geometric

quality of the bend. These three parameters are calculated using

the following equations:

Ovality Ratio = Vertical OD – 1.0

(1)

Horizontal OD

OD Wall Thinning Ratio = Original Wall Thickness – Final Wall Thickness

(2)

Original Wall Thickness

ID Wall Thickening Ratio = Final Wall Thickness – Original Wall Thickness

(3)

Original Wall Thickness

Where vertical OD and horizontal OD are shown in Figure 2.

For a tube bending process that uses a boost load, the magnitude

and timing of the boost load affect the wall thinning ratio at the

outside of the bend significantly. Higher boost load leads to less

OD wall thinning and higher ID wall thickening. However, too much

boost load may cause tube buckling, or the tube may detach from

contacting the bend die, as shown in Figure 3. The maximum

allowable boost load at a specific bend angle is defined as the

highest load that can be applied without causing a bend defect,

such as tube detachment from the bend die or buckling. At different

bend angles the maximum allowed boost loads are different. For

example, it becomes increasingly easier to detach the tube from

the bend die as the bend progresses, so the boost load must be

decreased during bending. The maximum allowable boost loads

during the bending process were determined by a series of FEA

models. An acceptable boost load schedule in terms of the bend

die rotational angle that is predicted to minimise OD wall thinning

is plotted in Figure 4. The relative boost load is defined as the ratio

of the axial boost load pressure to the yield strength of the tube

material, so that this schedule could be used for other steel grades

that may have different yield strengths.

Using the boost load schedule shown in Figure 4, two FEA models

were simulated with two bend die geometries. One bend die is

referenced as the original bend die, and the other is referred to as the

Figure 2

:

Ovality

calculation using cross

section dimensions of

a bent tube

Figure 3

:

Determination of the maximum final boost load

Boost

Load

Pressure Die

Clamp Die

Bend Die

Symmetric Plane

Rotation

Bend Die

Boost Load

Tube Detaching

from Bend Die

Figure 5

:

Equivalent plastic strain distribution after bending

Figure 4

:

Optimised boost schedule during tube bending

Bending Angle (Degree)

end of bend

start of bend

Relative Boost Load

90°

180°