Exotensioned structural members with energy-absorbing effects
View Patent ↗Structural members having enhanced load bearing capacity per unit mass include a skeleton structure formed from strips of material. Notches may be placed on the strips and a weave of tensile material placed in the notches and woven around the skeleton structure. At least one pair of structural members can be jointed together to provide very strong joints due to a weave patterns of tensile material, such as Kevlar, that distributes stress throughout the structure, preventing stress from concentrating in one area. Methods of manufacturing such structural members include molding material into skeletons of desired cross section using a matrix of molding segments. Total catastrophic failures in composite materials are substantially avoided and the strength to weight ratio of structures can be increased.
1. An energy-absorbing structural member having an enhanced load bearing capacity per unit mass, the structural member comprising:
strips of a compression material formed into a skeleton of desired shape;
spaced notches placed on side of the strips of compression material; and
a tensile material which is woven around a central axis of the skeleton in a desired weave and placed in the notches.
2. The structural member of claim 1 wherein the compression material is carbon fiber.
3. The structural member of claim 1 wherein the tensile material is aramid fibers.
4. The structural member of claim 1 further comprising an embedded core of internal strands of thermoset liquid crystalline polyoxazole.
5. The structural member of claim 1 wherein a pattern of the weave varies in accordance with the structural needs.
6. The structural member of claim 1 further comprising a coating over the structure.
7. The structural member of claim 6 wherein the coating is UV-resistant.
8. The structural member of claim 6 wherein the coating contains metal.
9. The structural member of claim 1 wherein a pattern of the weave is configured such that, when said structural member is broken in use, said weave keeps the broken structural member tethered together and total catastrophic failure is prevented.
10. An energy-absorbing structural member having an enhanced load bearing capacity per unit mass, the structural member comprising
an elongated skeleton structure comprising a plurality of strips of material; wherein said plurality of strips are joined together lengthwise along or around a common central axis of said skeleton structure and have long distal edges spaced apart about said common central axis; and
spaced notches placed on the strips of material for anchoring tensile material to be woven around said common central axis of the skeleton structure in a desired weave.
11. The member of claim 10 , further comprising tensile material which is woven around said common central axis of the skeleton structure in a desired weave and placed in the notches.
12. The member of claim 10 , wherein said strips of material comprise strips of rigid elastic material.
13. The member of claim 11 , further comprising a central core of tensile or flaccid material embedded in said skeleton structure and extending along said common central axis such that, when in use, propagation of a structural failure in said skeleton structure is resisted by said embedded tensile or flaccid material.
14. The member of claim 13 , wherein said member is a multicomposite material structural member wherein the material of said strips, said embedded core and said weave are selected to provide a multiple loading phase structural member.
15. The member of claim 11 , further comprising an embedded central core comprising a tensile material.
16. The member of claim 15 , further comprising a binding agent adhering said weave to said notches.
17. The member of claim 11 , wherein said notches are spaced along said strip distal edges.
18. The structural member of claim 17 , wherein a tensile or flaccid material is formed in said strips proximate said notches such that, when in use, propagation of a structural failure in said notch is resisted by said tensile or flaccid material formed in said strips for resisting propagation of notch failures.
19. The structural member of claim 18 , wherein said failure propagation resistant material comprises tensile material.
20. The structural member of claim 11 , wherein said weave tensile material comprises aramid fibers.
21. The structural member of claim 11 , wherein said weave tensile material is pre-tensioned.
22. The structural member of claim 11 , wherein said strips of material comprise strips of carbon fiber, glass or plastic.
23. The structural member of claim 11 , wherein said skeleton structure has a cross section selected from a group of cross sections consisting of X shaped, +shaped, T shaped and Y shaped.