EP2139762B1

Methods and systems for composite structural truss

Abstract

Methods and structures for a composite truss structure are provided. The structure includes an upper chord member, a lower chord member, and a plurality of web members extending therebetween. Each of the upper chord member, the lower chord member, and the plurality of web members are formed of a continuous composite fiber positioned in each of the upper chord member, the lower chord member, and each of the plurality of web members wherein each of the upper chord member, the lower chord member, and the plurality of web members includes a predetermined number of passes of the continuous composite fiber corresponding to a predetermined load. The composite truss structure also includes at least a first gusseting plate coupled to the upper chord member, the lower chord member, and the plurality of web members.

EP2139762B1, drawing sheet 1
Sheet 1 of 4

Term

1.5 yearsleft in the term

Expires 29 March 2028.

  1. Priority
  2. Filed
  3. Granted
  4. Today
  5. Expires

15 claims: 2 independent, 13 dependent

  1. 1
    A composite truss rib for an aircraft wing comprising:an upper chord member (202), a lower chord member (204);a plurality of web members (206) extending therebetween, each of said upper chord member, said lower chord member, and said plurality of web members are formed of a continuous composite fiber positioned in each of said upper chord member, said lower chord member, and each of said plurality of web members, each of said upper chord member, said lower chord member, and said plurality of web members comprising a predetermined number of passes of said continuous composite fiber corresponding to a predetermined load;and at least a first gusseting plate (208) coupled to said upper chord member, said lower chord member, and said plurality of web members.
  2. 2
    A rib in accordance with Claim 1 further comprising a second gusseting plate (210) coupled to a side of said upper chord member (202), said lower chord member (204), and said plurality of web members (206) opposite from said first gusseting plate (208) wherein said first gusseting plate and said second gusseting plate sandwich said upper chord member, said lower chord member, and said plurality of web members therebetween.
  3. 3
    A rib in accordance with Claim 1 wherein said at least a first gusseting plate (208) comprises a flange (212) extending away from an edge of the respective gusseting plate.
  4. 4
    A rib in accordance with Claim 1 wherein the number of passes of fiber through each member is determined based on a load to be applied to said member.
  5. 5
    A rib in accordance with Claim 1 wherein a profile of at least one of said plates is complementary to a profile of said upper chord member (202), said lower chord member (204), and said plurality of web members (206).
  6. 6
    A rib in accordance with Claim 1 wherein said plurality of web members (206) comprise at least one of a vertical web member, a horizontal web member, and a diagonal web member.
  7. 7
    A rib in accordance with Claim 1 wherein at least one of said upper chord member (202), said lower chord member (204), and said plurality of web members (206) comprises at least one of an epoxy impregnated carbon filament, an epoxy impregnated carbon tow, and an epoxy impregnated carbon web.
  8. 8
    A rib in accordance with Claim 1 wherein a first end of said upper chord member (202) is coupled to a first end of said lower chord member (204) and a second end of said upper chord member is coupled to a second end of said lower chord member.
  9. 9
    A rib in accordance with Claim 1 wherein a first portion of said rib is formed separately from a second portion of said rib, the first and second portions coupled to each other to form said rib.
  10. 10
    A method of forming a composite truss rib for an aircraft wing comprising:forming a profile of the rib wherein the profile includes a channel representing interconnected structural elements comprising: an upper chord member (202), a lower chord member (204);and a plurality of web members (206) extending therebetween;winding a continuous fiber through the channel a predetermined number of passes through each structural element based on a strength requirement of each respective structural element;and coupling at least one gusseting plate (208) to said interconnected structural elements.
  11. 11
    A method in accordance with Claim 10 further comprising coupling a second gusseting plate (210) to a side of said interconnected structural elements opposite from said at least one gusseting plate.
  12. 12
    A method in accordance with Claim 10 wherein forming a profile of the structural member comprises forming a profile that includes channels representing at least one of a vertical web member, a horizontal web member, and a diagonal web member.
  13. 13
    A method in accordance with Claim 10 wherein winding a continuous fiber through the channel comprises winding at least one of an epoxy impregnated carbon filament, an epoxy impregnated carbon tow, and an epoxy impregnated carbon web through the channel to form the structural elements.
  14. 14
    A method in accordance with Claim 10 wherein coupling at least one gusseting plate (208) to said interconnected structural elements comprises coupling at least one gusseting plate that includes a flange (212) extending away from an edge of a respective one of the at least one gusseting plate.
  15. 15
    A method in accordance with Claim 10 wherein coupling at least one gusseting plate (208) to said interconnected structural elements comprises coupling at least one gusseting plate having a profile that is substantially complementary to a profile of the interconnected structural elements.