Composite Structural Element for Aircraft Torsion Box

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Solution Overview

Problem

Conventional composite structural elements for aircraft torsion boxes, such as ribs and spars, face challenges in achieving high stability and stiffness while maintaining a low overall weight, particularly due to inadequate resistance to shear forces, leading to higher fuel costs and weight issues.

Innovation Solution

A composite structural element with a specific lay-up of fiber-reinforced composite materials, featuring a pair of plies oriented at angles between -17° to -23° and +37° to +43°, combined with stiffeners extending at +90°, which enhances buckling resistance equally for direct and opposite shear forces, reducing the need for additional plies or thickness.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Stability of the object's composition

If conventional lay-ups with +/- 45° or +/- 60° fiber orientation are used, then the structural element achieves basic stability, but the weight increases undesirably high

Engineering Contradiction:
Improvebuckling resistanceVSAvoidweight
Core Design Contradiction:
Stability of the object's compositionVSWeight of moving object

Solution Approach 1:

The patent changes the fiber orientation angles from conventional values (+/- 45° or +/- 60°) to optimized values (+/- 20° to +/- 40°). This parameter change in the lay-up configuration provides enhanced buckling resistance against shear forces while reducing the overall weight of the structural element, directly resolving the contradiction between stability and weight.

Inventive Principle:
Principle #35Parameter changes

Solution Approach 2:

The patent employs fiber-reinforced composite materials with specifically optimized fiber orientations arranged in plies. By using composite materials with tailored fiber angles (+/- 20° to +/- 40°), the structure achieves superior buckling resistance per unit weight compared to conventional materials, addressing both the stability and weight concerns simultaneously.

Inventive Principle:
Principle #40Composite materials

2Strength

If additional plies or increased thickness are added to improve shear force resistance, then the buckling resistance improves, but the weight and fuel costs increase

Engineering Contradiction:
Improveshear force resistanceVSAvoidweight
Core Design Contradiction:
StrengthVSWeight of moving object

Solution Approach 1:

Instead of increasing the number of plies or thickness, the patent changes the fiber orientation parameters to +/- 20° to +/- 40°. This optimized angular configuration provides superior shear force resistance and buckling resistance with fewer plies, thereby reducing weight and avoiding increased fuel costs.

Inventive Principle:
Principle #35Parameter changes

Solution Approach 2:

The patent applies local quality optimization by specifically tailoring the fiber orientation angles in different plies to match the local stress distribution patterns. The +/- 20° to +/- 40° orientation is specifically optimized for resisting shear forces and preventing buckling in the web section, providing efficient local reinforcement without adding overall weight.

Inventive Principle:
Principle #3Local quality

Data Source

PatentEP2910365B1Composite structural element and torsion box
Publication Date: 2017.04.26 AIRBUS OPERATIONS GMBH
  • EP2910365B1 patent drawingFigure 1
  • EP2910365B1 patent drawingFigure 2~3
  • EP2910365B1 patent drawingFigure 4

AI summary

The invention relates to a composite structural element (12, 14), in particular a rib (12) or a spar (14), specifically for use in a torsion box (10) of an aircraft structure such as a vertical tailplane, wherein the structural element (12, 14) defines a coordinate system with a first axis (a) wherein the structural element (12, 14) comprises a substantially planar main section (22) defining a coordinate system with a first axis (a) extending along the longitudinal axis (L) of the structural element (12, 14) and a second axis (b) extending perpendicular to said longitudinal axis (L) within the planar main section and defining an angle of +90° with the first axis (a), , wherein the structural element (12, 14) contains a lay-up (28) of single plies (30, 34) consisting of a fiber-reinforced composite material with a substantially unidirectional fiber orientation (32), and wherein the lay-up (28) comprises at least one symmetrically arranged pair of a first and a second ply (30, 34) which are arranged in said lay-up (28) such that the direction of fiber orientation (32) extends in said coordinate system at an angle (α, β) in the range of -17° to -23° for the first ply (30) and +37° to +43° for the second ply (34).