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Numero 1 2007 - IIS

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International Institute of Welding<br />

Fracture analysis of<br />

strength undermatched<br />

welds of thin-walled<br />

aluminium structures<br />

using FITNET procedure (°)<br />

1. Introduction<br />

Driven by the demand for lighter and<br />

cost-effective airframes as well as by the<br />

close competition with the non-metallic<br />

composite materials, the design of<br />

metallic structures in the airframe fabrication<br />

has experienced revolutionary<br />

changes during the last decade. The well<br />

established joining technique by rivets is<br />

currently being replaced for some<br />

airframe applications by welding using<br />

novel welding technologies like laser<br />

beam welding (LBW) and friction stir<br />

welding (FSW). The adoption of these<br />

welding processes provides savings in<br />

structural weight and fabrication cost up<br />

to about 15% [1]. The most widely used<br />

metallic material in aircraft structures is<br />

aluminium and was deemed to be<br />

unweldable [2]. However, newly developed<br />

aluminium alloys with silicon (Si)<br />

and magnesium (Mg) as the main<br />

alloying elements facilitate the use of<br />

low heat input welding technologies to<br />

manufacture crack and porosity free<br />

welds with good mechanical properties<br />

compared to the properties of the<br />

conventional base material alloys.<br />

(°) Doc. IIW-1709-05 (ex-doc. X-1577-05) recommended<br />

for publication by Commission X<br />

“Structural performances of welded joints -<br />

Fracture avoidance”.<br />

* GKSS Research Center, Institute for Materials<br />

Research (Germany).<br />

Summary<br />

Stringer-to-skin joints in advanced<br />

airframes of some airplanes are already<br />

being produced using LBW with the use<br />

of 12% Si containing wire, whereas for<br />

the skin-to-skin joints, LBW and FSW<br />

techniques are currently under consideration<br />

in order to replace conventional<br />

E. Seib *<br />

M. Koçak *<br />

The paper presents a methodology for the residual strength prediction<br />

for the load carrying thin-walled components with highly strength undermatched<br />

welds containing cracks. The analysis is based on the strength<br />

Mismatch Option of the Fracture Module, being a part of the newly<br />

developed fitness-for service (FFS) procedure FITNET. The Mismatch<br />

Option of the FITNET Fracture Module allows for the account of weld<br />

features like the weld tensile properties and weld geometry in the fracture<br />

analysis of cracked welded components. The methodology described<br />

was verified with the generated experimental results within this investigation.<br />

The material used is an age-hardening aluminium alloy 6013 in<br />

T6 temper condition used in recent airframe components. The welds in<br />

the form of butt joints were produced using the CO 2 laser beam and friction<br />

stir welding processes. The deformation and fracture behaviour as<br />

well as the special features with respect to the FITNET FFS Procedure<br />

were analyzed. The results have shown that using the presented methodology<br />

along with newly proposed recommendations for the input data<br />

selection, conservative predictions of the maximum load carrying<br />

capacity of the large welded panels under tensile loading containing a<br />

long crack in the weld can be obtained.<br />

KEYWORDS: Aerospace; Aluminium alloys; Butt joints; Cracking;<br />

Defects; Deformation; Elongation; Fractures; Friction stir welding; Friction<br />

welding; Laser welding; Light metals; Mechanical properties; Mismatch;<br />

Plastic deformation; Photon beam welding; Radiation welding; Reference<br />

lists; Strength;Thermomechanically affected zone; Thin; Ultimate tensile<br />

strength;Weld zone;Yield strength.<br />

riveted lap joints. Current metallic<br />

airframes of airplanes are designed to<br />

satisfy the damage tolerance requirements<br />

in terms of fatigue and residual<br />

strength. The residual strength of a<br />

structure is defined as the remaining<br />

load carrying capacity in presence of one<br />

Riv. Ital. Saldatura - n. 1 - Gennaio / Febbraio <strong>2007</strong><br />

91

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