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Improving Global Quality of Life

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As another most important item, the prevailing stiffness (restraint intensity) in the repair area due to<br />

surrounding assembly groups and the associated strain constraint are usually much higher than during<br />

fabrication welding and have to be assessed before a repair welding procedure is carried out. For crackresistant<br />

repair welding, knowledge <strong>of</strong> the stresses introduced by welding is <strong>of</strong> major importance, especially<br />

when the repair welding procedure has to be carried out at a high shrinkage restraint. Since the research<br />

efforts in welding have been concentrated on the respective materials and the development <strong>of</strong> new welding<br />

procedures, investigation <strong>of</strong> the design aspects <strong>of</strong> repair welding probably represents a major target for<br />

the near future. This involves correct and quantitative evaluation <strong>of</strong> shrinkage restraints for repair welds,<br />

including the effects <strong>of</strong> the various joint types and reinforcements. With this respect, it has to be anticipated<br />

that the intensity <strong>of</strong> restraint as a quantitative parameter to evaluate structural stiffness in the near and far<br />

field <strong>of</strong> a joint will gain increasing importance. Additionally, a precise knowledge <strong>of</strong> the thermo-mechanical<br />

effects <strong>of</strong> the repair welding procedure on the residual lifetime has to be elaborated.<br />

It is also essential to determine the welding sequences with lowest possible likely stress-strain distribution<br />

during and after the repair <strong>of</strong> steel structures. This will allow it to enlarge the available load spectrum for<br />

later service. In this context, it has to be mentioned that interaction <strong>of</strong> concurrent repair welds has not been<br />

understood up to the present time.<br />

The failure resistance <strong>of</strong> a repair weld is also dependent on the applied filler materials and their transformation<br />

behaviour depending on metallurgical, welding and heat treatment parameters. With respect to the repair<br />

<strong>of</strong> steel structures and components, high-strength filler materials with correspondingly lowered martensite<br />

transformation temperatures have to be developed further to achieve lower residual stresses in the repair<br />

welding at respectively higher strength, i.e. service load capacities.<br />

It has also to be mentioned that a series <strong>of</strong> downstream methods are available for reducing welding-specific<br />

loads in repair joints or even for producing compressive residual stresses at the surface. Such technological<br />

procedures, like stress relieving, shot peening, peening, ultrasonic treatment etc., are generally very timeconsuming<br />

and costly and should be developed further regarding better applicability to repair welding.<br />

It can only be emphasised that repair welding requires decent component weld tests, rational residual<br />

stress evaluation and respective numerical calculations to achieve an actual increase in the life time <strong>of</strong> a<br />

component or structure and to avoid further failure origins in the repaired parts.<br />

4.4 Advanced design and structural integrity rules<br />

Recent advances in joining technologies together with new materials bring increased attention to the damage<br />

tolerance design, long service life and improved structural performance together with the developments in<br />

structural integrity assessment rules (e.g. BS 7910, API 579, R6, FITNET FFS) for the load-bearing structures.<br />

Recently, IIW Commission X has taken the task to develop IIW recommendations for the assessment <strong>of</strong><br />

structural integrity <strong>of</strong> welded structures by taking into account recent developments in this field. IIW FFS<br />

Recommendations for Fracture Assessment <strong>of</strong> Weld Flaws (Doc. X-1637-08/Rev.3, Vol. I Procedure, Vol.<br />

II Annex) document is now in its 3 rd revision and available as a working document.<br />

For example, in the field <strong>of</strong> aircraft manufacturing <strong>of</strong> new welded integral airframe structures, specific “Local<br />

Engineering” considerations in design and fabrication have potential for further improvements in local laser<br />

weld joint properties. Established damage tolerance assessment rules for conventional (riveted) structures<br />

may need to be further developed for welded integral airframe structures. Fatigue and fracture assessments<br />

can be over-conservative with current methods and this in turn may act as a limiting factor for successful<br />

implementation <strong>of</strong> advanced joining technologies in airframe manufacturing. Therefore, R&D efforts for better<br />

understanding <strong>of</strong> failure mechanisms <strong>of</strong> joints, development and validation <strong>of</strong> testing, structural integrity<br />

rules and hence an overall roadmap for LBW and FSW welded integral airframe structures are needed.<br />

30 <strong>Improving</strong> <strong>Global</strong> <strong>Quality</strong> <strong>of</strong> <strong>Life</strong> Through Optimum Use and Innovation <strong>of</strong> Welding and Joining Technologies

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