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November 2015

AFRICAN FUSION

21

Low stress no distortion welding

ponent trials as shown in Figure 13. The weld paths to be

welded comprised four long straight welds that join the upper

and lower pressing for this product. These welds are actually

stitchwelds in production, but for the purposes of this trial the

weld lengths were extended tomagnify the distortion effects.

The current production product is known to suffer high

levels of distortion and production operators report that once

the main beam has been welded and then removed from the

weld fixture, the final resultant distortion is such that it could

not be placed back into the same fixture once cooled. The

upper and lower pressing panels for the bumper beam are

bothmade from2.0mm steel to XF350material specification.

The weld pathwas straight for each of the four welds used

for the trial; however these are located in an area of significant

form in the pressings and, therefore, would test the robustness

of the seal arrangement to conformto thepart profile. A robotic

program was developed to carry out each weld immediately

Figure 12: A comparison of the measured out of plane distortion on

the centreline of the closing plate for the top-hat section.

Figure 11: A point cloud comparison to laser scanned results of

distortion measurements for the welded top-hat section.

Figure 13: Images of the trial bumper beam sub-assembly showing

the weld pattern used for the trials.

after each other, as would be done in a production situation,

switching the coolant onwhen the arc startedbut also keeping

coolant on until the cooling head had completely traversed

over the weld stop location so as to cool the full length of

the weld run. The coolant was switched off whilst the robot

traversed at speed to the next position to start welding, this

was controlled via the robot programwith the coolant control

panel being interfaced with the robot controller.

During set-up of the robot program, trials were conducted

on the beam using the standard GMAW process, where a fixed

block was used to observe the movement of the part under

welding. To do this, the part was welded in a fixture that only

had end restraint on the lower panel.

When welded using conventional GMAW processes, the

beam was observed to distort towards the fixed block at the

side of the part by up to 6.0mmat a certain stage duringweld-

ing and away from the block by 5.0 mm at others, illustrating

the magnitude of and distortion problems associated with

welding such slender parts. This in fact meant that, at certain

stages of the program, the weld torch was significantly off the

weld seam, at times burning into the wall of the pressings and

at other timesmissing the part altogether as the part distorted

towards and away from the torch.

To ensure such problems did not happen in the trials the

fixture was built to restrict the movement of the part during

thewelding process and to ensure that weldingwould always

remain on the path of the weld seam. In order to maintain a

consistent weld joint fit-up gap and position, the upper and

lower panels were tacked together by hand using small tacks.

The weld paths were developed in the robot program and

the sealing position of the cooling systemoptimised to ensure

it followed the weld path whilst maintaining a good seal to

Figure 14: The LSND welding head in position on the axle component during

testing of the coolant sealing and the weld path.