Energy absorbing system for conflicting regulatory requirements for vehicle bumpers

• US 10,005,408 B2
• Filed: 11/03/2011
• Issued: 06/26/2018
• Est. Priority Date: 11/03/2011
• Status: Expired due to Fees

• Current Assignee: SABIC Global Technologies BV (Government of Saudi Arabia)
• Original Assignee: SABIC Global Technologies BV (Government of Saudi Arabia)
• Inventors: Bobba, Somasekhar Venkat, Nagwanshi, Dhanendra Kumar, Marks, Matthew D.
• Primary Examiner(s): Dayoan, D Glenn
• Assistant Examiner(s): Chenevert, Paul
• Application Number:
  US13/288,298
• Publication Number:
  US 20130113226A1
• Time in Patent Office: 2,427 Days
• Field of Search: 188371, 188377, 293102, 293120, 293130, 293132, 293133, D12169
• CPC Class Codes: B60R 19/18 characterised by the cross-section; Means within the bumper to absorb impact
• CPC Class Codes: B60R 2019/186 Additional energy absorbing means supported on bumber beams, e.g. cellular structures or material
• CPC Class Codes: B60R 2019/1893 comprising a multiplicity of identical adjacent shock-absorbing means

Abstract

In an embodiment, multi-stage energy absorbing system can comprise: a thermoplastic flanged frame and a crush lobe having a proximal base aligned with the flanged frame and a distal end protruding from the flanged frame. The crush lobe comprises a central slab and slab pairs such that the crush lobe comprises a total of 2i+1 slabs, wherein i is the number of slab pairs and is greater than or equal to 1. The slabs are disposed in a stepped arrangement and configured to absorb impact energy by collapsing in a telescopic manner with increasing energy level. The single energy-absorbing system is able to absorb low energy impact associated with vehicle-to-pedestrian impact; simultaneously with the ability to mitigate damageability associated with low-speed vehicle-to-barrier impact, as well as damageability associated with vehicle-to-vehicle moderate speed impact, head-on, as well as at an angle.

Claims

1. A multi-stage energy absorbing system comprising:

a thermoplastic flanged frame; and

a crush lobe having a proximal base aligned with the flanged frame and a distal end protruding from the flanged frame, wherein the crush lobe comprises a central slab and slab pairs such that the crush lobe comprises a total of 2i+1 slabs, wherein i is the number of slab pairs and is greater than or equal to 1; and

wherein the central slab has load walls that extend from the base;

wherein the slab pairs are disposed on opposite sides of the central slab;

wherein the slabs are disposed in a stepped arrangement and configured to absorb impact energy by collapsing in a telescopic manner with increasing energy level; and

wherein the system is designed such that first stage absorbs impact energy of up to 450 Joules.

2. The system of claim 1, wherein the system is formed by injection molding of a unibody, wherein each slab pair extends beyond its predecessors culminating in the central slab.

3. The system of claim 1, wherein the central slab defines the distal end of the crush lobe.

4. The system of claim 1, wherein a member of at least one of the slab pairs has different height (“

D”

) than another member of the slab pair.

5. The system of claim 1, wherein a member of at least one of the slab pairs extends from the frame a different distance than another member of the slab pair.

6. The system of claim 1, wherein the wall thickness of each i^th slab pair increases as a function of i such that the wall thickness of a first slab pair (i=1) is less than a wall thickness of a second slab pair (i=2), and wherein a central slab wall thickness is less than the first slab pair wall thickness.

7. The system of claim 1, wherein the system is designed such that an i=1 slab pair absorbs impact energy of up to 1,100 Joules.

8. The system of claim 7, wherein the system is designed such that an i=2 slab pair is configured to absorb impact of up to 7,000 Joules.

9. The system of claim 8, wherein the system is designed such that an i=3 slab pair is configured to absorb impact of over 7,000 Joules.

10. A multi-stage energy absorbing system comprising:

a thermoplastic flanged frame; and

a crush lobe having a proximal base aligned with the flanged frame and a distal end protruding from the flanged frame, wherein the crush lobe comprises a central slab and slab pairs such that the crush lobe comprises a total of 2i+1 slabs, wherein i is the number of slab pairs and is greater than or equal to 1; and

wherein the central slab has load walls that extend from the base;

wherein the slab pairs are disposed on opposite sides of the central slab;

wherein the slabs are disposed in a stepped arrangement and configured to absorb impact energy by collapsing in a telescopic manner with increasing energy level; and

wherein the central slab has a top load wall and a bottom load wall, and wherein at least one of the top load wall and the bottom load wall comprises a plurality of slots extending from a central slab front wall to a first slab pair front wall.

11. The system of claim 10, having a mass of less than or equal to 1.15 Kg, and wherein the distance between the proximal base and distal end is less than or equal to 100 mm.

12. A multi-stage energy absorbing system comprising:

a thermoplastic flanged frame; and

a crush lobe having a proximal base aligned with the flanged frame and a distal end protruding from the flanged frame, wherein the crush lobe comprises a central slab and slab pairs such that the crush lobe comprises a total of 2i+1 slabs, wherein i is the number of slab pairs and is greater than or equal to 1; and

wherein the central slab has load walls that extend from the base;

wherein the slab pairs are disposed on opposite sides of the central slab;

wherein the slabs are disposed in a stepped arrangement and configured to absorb impact energy by collapsing in a telescopic manner with increasing energy level; and

wherein the slabs have a wall thickness defined according to formula (II)

T₁<

T₂<

. . . <

T_i 

 

(II)

wherein;

i is the number of slab pairs

T is the wall thickness of a center slab;

T₁ is the wall thickness of a first i^th slab pair;

T₂ is the wall thickness a second i^th slab pair; and

T_i is the wall thickness of the last i^th slab pair.

13. The system of claim 12, wherein a slab height of the central slab is different than a slab height of the slab pair located immediately adjacent the central slab.

14. The system of claim 12, wherein the central slab shares a side with an adjacent slab, and wherein the central slab protrudes 20 mm to 70 mm beyond the adjacent slab.

15. The system of claim 12, wherein i is greater than or equal to 2 and an i−

1 slab pair protrudes 20 to 80 mm beyond its next adjacent slab on a side opposite the central slab.

16. The system of claim 12, wherein the system meets 49 C.F.R. Part 581, meets IIHS bumper like barrier impact standard, or meets both 49 C.F.R. Part 581 and IIHS bumper like barrier impact standards, and is rated as pedestrian safe.

17. The system of claim 12, wherein i is 1 to 4.

18. The system of claim 17, wherein the system is capable of absorbing 2 to 5 discrete energy levels.

19. A method for absorbing energy comprising:

impacting an energy absorbing system with impact energy, wherein the energy absorbing system comprises

a base;

a first stage extending from the base and defined by a first stage top load wall, a first stage bottom load wall, and a front wall that extends between the first stage top load wall and the first stage bottom load wall; and

a second stage extending from the base and defined by a pair of second slabs located adjacent to the first stage, wherein one of the second slabs is defined by a portion of the first stage top load wall, a second stage top load wall, and a second stage front wall that extends between the portion of the first stage top load wall and the second stage top load wall, and wherein the other second slab is defined by a portion of the first stage bottom load wall, a second stage bottom load wall, and another second stage front wall that extends between the portion of the first stage bottom load wall and the second stage bottom load wall;

wherein the first stage extends from the base a greater distance than the second stage;

collapsing the first stage and absorbing 450 Joules of impact energy, wherein the second stage does not collapse upon the absorption of 450 Joules of impact energy; and

collapsing the second stage when absorbing up to 900 Joules of impact energy.