Back Next
 
MIRA FILES HIGH USING COMPOSITE WING RIBS
 
Following discussion with the project partners and consideration of manufacturing constraints, the potential strut locations were defined using the modelling results, as seen below.
Potential Strut Locations
A simple ID beam element FE model of the concept was created to allow further development and assessment of the solution. (See below).
Beam Element Model

Strut Sizing
Using the Black Metal approach, the software model defines the location of the struts but not their size. Importantly, the placement of struts based on the manufacturing constraints meant the design had deviated from the Optistruct result.

It was apparent that to achieve an efficient truss structure, the peak strain in each strut for all load-cases should be similar to its neighbour. This ensured that for the Ultimate load, no redundant material was present. Initial studies using the model shown above, had shown a widely varying peak strain in all struts. It was also necessary to define the load carried by each strut, in order to allow the manufacturers to determine the strut geometry. It was desirable to achieve this balanced peak strain using a single strut size to reduce the complexity and cost of manufacture. Considering each strut in isolation its geometry was then modified to achieve the target strain.

The filament winding process used to manufacture the strut allows the outer diameter of a strut to be easily modified. The inner diameter is controlled by the mandrel onto which the fibre will be wound. Therefore, the strut outer diameters were modified in preference to the inner diameters in order to achieve a balanced strain. Having achieved a balanced strain in all struts using reasonable strut sizes, the loads present in each strut were extracted.

Design for Manufacture
A CAD model was required to allow the manufacturers and designers to move to the next step. Firstly, the load requirements on the perimeter frame of the wing rib concept were used to define its thickness. Airbus UK carried out the calculations and provided the results to Oxford Brookes Uuniversity. Oxford Brookes were then able to complete the design, compensating for

 
 
manufacturing issues such as draw angles and machining paths. Two CAD models, shown below, were created defining the moulded shape and the machined shape.
 
As Moulded Shape (Blue) and Machined Shape (Red)
 

Damage Tolerance
The CAD model of the complete design allowed the tolerance of the design’s ‘tolerance to damage’ to be assessed. The model of the rib was rebuilt using 3D orthotropic elements throughout. Each strut was excluded in turn to assess the change in load with respect to its neighbours. The design load-case, approximately one third of the ultimate load-case, was used for this study. The highest loads occured in the Pull-Off load-case. Notably, the loads were still below the maximum present in the Ultimate load-case, demonstrating that the design is tolerant to damage.

Final Design Verification
This final design still required thorough FEA analysis, so the CAD geometry of the rib was meshed to form an accurate representation of the structure. The rib frame was modelled with a combination of 8-noded brick and 6-noded penta solid elements. The frame was modelled in two sections, rigidly connected at the rib centreline locations. The fourteen struts were modelled exclusively with 8-noded brick elements. The connection to the rib frame was via equivalenced nodes, as shown in the cross-section diagram below.

 
 
  5 Defence Integration  
  Back Next
 
Site Designed at: Versatile Solutions
Home Read DI Online Advertise with us Our Media Partners
Contact us Sitemap