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TRIMIS

Innovative Fatigue and Damage Tolerance Methods for the Application of New Structural Concepts

PROJECTS
Funding
European
European Union
Duration
-
Status
Complete with results
Geo-spatial type
Other
Total project cost
€2 806 421
EU Contribution
€1 951 363
Project Acronym
DATON
STRIA Roadmaps
Vehicle design and manufacturing (VDM)
Infrastructure (INF)
Transport mode
Airborne icon
Transport sectors
Passenger transport,
Freight transport

Overview

Call for proposal
FP6-2003-AERO-1
Link to CORDIS
Background & Policy context

During the last few years, a set of innovative manufacturing methods have been developed, or further developed, which promise large savings in manufacturing costs in the area of aircraft manufacturing.

These methods are High Speed Cutting, Laser Beam Welding and Friction Stir Welding. One of the main drawbacks of these methods is the fact that the damage tolerance of the resulting structures is not as clear as in the case of the conventional differential manufacturing method.

Objectives

In order to allow the industry to use the newly developed manufacturing methods of (High Speed Cutting (HSC), Laser Beam Welding (LBW) and Friction Stir Welding (FSW) - which all promise high efficiency - a good damage tolerance capability under certain circumstances must be improved upon. The objective of this project was to develop new methods to assess of the damage tolerance capacity of such structures. All three methods led to a type of structure that is close to an integral structural design. This design offers benefits, such as cost savings, but there are concerns from the damage tolerance capacity point of view.

As stated above, the entire project was focused on the development of reliable tools for the assessment of the damage tolerance of integrally stiffened structures and damage tolerance characteristics.

The theoretical task, as well as the experimental task, inevitably needed to at least comprise of subtasks on crack growth and residual strength of the structures. This was reflected in all of the Work Packages.

In the theoretical area, methods of different theoretical sophistication were used by different partners. This had the big advantage that engineering tools could be checked, and that more sophisticated methods, such as finite elements or boundary elements, could be used to interpret results of the tests in a more phenomenological way.

Methodology

The structure of the project followed an almost classical route to carry out a project, having the objective to develop theoretical/engineering models. It consisted of an introductory task in Work Package 1. The Work Packages 2 and 3 were dedicated to the development of the models themselves, and the manufacturing and testing, were run in parallel, interacting from the very beginning. New theoretical ideas were learnt from the experimental results and the work benefitted from insights discovered.

Apart from the continuous exchange between Work Packages 2 and 3, a real validation of the methods was required. This validation took place in the latter part of the development phase. It was of special relevance that this was, to a certain extent, done by means of a 'Round Robin' procedure, i.e. different partners could use the same input data but different models to predict theoretical results, which was also found by one partner via an experiment.

As a consequence of the work performed in the first four Work Packages, Work Package 5 aimed to put the results of these into a common guideline and gave appropriate advice on better designs of integrally stiffened structures.

Funding

Parent Programmes
Institution Type
Public institution
Institution Name
European Commission
Type of funding
Public (EU)

Results

From the experimental point of view, nearly 120 stiffened panels, manufactured from three different aluminium alloys, namely 6056-T6 (to be tested as welded), 6056-T4 welded and then aged to -T6, and 2024-T3, were tested.

From the methodological point of view, fracturemechanical methods have to include primarily the ability to take this influence into account. It could be shown that different methods of calculation (finite element methods (2D/3D), boundary element methods, quasi-analytical methods etc.) all yield good results. Apart from the influence of the residual stresses, the question of anti bending guides and their representation in the models was found to be essential, too.

The Definition of Critical Parameters for the Optimum Design of Integrally Stiffened Metallic Structures which reflects the experiences made by the partners during the project have been collected in the final workpackage of the project and Guidelines for Performing a Damage-Tolerance Substantiation of Integrally Stiffened Panels has also been summarised.

Conclusions:

A quite extensive experimental and theoretical programme has been launched.
Both, experiments and theoretical approaches seem to bewell on the way toward meeting the planned goals:

  • to have engineering tools of different level of sophistication;
  • to have a good experimental background on the differences between the manufacturing methods.

Partners

Lead Organisation
Organisation
Technical University Braunschweig
Address
Hermann-Blenk-Str. 35, BRAUNSCHWEIG, Germany
Organisation website
Partner Organisations
Organisation
Sheffield Hallam University
Address
HOWARD STREET, SHEFFIELD, S1 1WB, United Kingdom
Organisation website
EU Contribution
€0
Organisation
Eads Deutschland Gmbh
Address
Willy- Messerschmitt- Strasse, OTTOBRUNN, Germany
Organisation website
EU Contribution
€0
Organisation
The Swedish Defence Research Agency
Address
Ranhammarsv. 14, Bromma, STOCKHOLM, Sweden
Organisation website
EU Contribution
€0
Organisation
Laboratory Of Technology And Strength Of Materials - University Of Patras
Address
Panepistimioupolis Rion, 26500 PATRAS, Greece
Organisation website
EU Contribution
€0
Organisation
University Of Pisa - Department Of Aerospace Engineering
Address
Via G. Caruso, PISA, Italy
Organisation website
EU Contribution
€0
Organisation
Israel Aerospace Industries Ltd.
Address
Ben Gurion International Airport, Lod 70100, Israel
Organisation website
EU Contribution
€0
Organisation
Stichting Centrum Voor De Ontwikkeling Van Transport En Logistiek In Europa
Address
Van Nelleweg 1, 3044 BC Rotterdam, Netherlands
Organisation website
EU Contribution
€0
Organisation
Instituto De Engenharia Mecanica
Address
Rua Rovisco Pais 1, 1049 001 Lisboa, Portugal
Organisation website
EU Contribution
€0
Organisation
Brno University Of Technology
Address
Antoninska 1, BRNO, Czechia
Organisation website
EU Contribution
€0
Organisation
Eads Ccr
Address
37, Boulevard de Montmorency, PARIS, France
Organisation website
EU Contribution
€0
Organisation
Advanced Structures And Materials Technology
Address
Punterdiep 11, ZWOLLE, Netherlands
EU Contribution
€0
Organisation
Deutsches Zentrum Fr Luft Und Raumfahrt E.v
Address
Linder Hoehe, 51147 KOELN, Germany
Organisation website
EU Contribution
€0
Organisation
Imperial College Of Science Technology And Medicine
Address
Exhibition Road, South Kensington, LONDON, SW7 2AZ, United Kingdom
Organisation website
EU Contribution
€0
Organisation
Eads Ccr
Address
37, Boulevard de Montmorency, PARIS, France
Organisation website
EU Contribution
€0
Organisation
Airbus Deutschland Gmbh
Address
Kreetslag 10, 950109 HAMBURG, Germany
Organisation website
EU Contribution
€0

Technologies

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