US20020007994A1 - Rectangular bursting energy absorber - Google Patents

Rectangular bursting energy absorber Download PDF

Info

Publication number
US20020007994A1
US20020007994A1 US09/935,949 US93594901A US2002007994A1 US 20020007994 A1 US20020007994 A1 US 20020007994A1 US 93594901 A US93594901 A US 93594901A US 2002007994 A1 US2002007994 A1 US 2002007994A1
Authority
US
United States
Prior art keywords
tubular member
mandrel
energy
tube
tubes
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
US09/935,949
Other versions
US6457570B2 (en
Inventor
John Reid
John Rohde
Dean Sicking
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Safety by Design Co
Original Assignee
Safety by Design Co
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority claimed from US09/307,235 external-priority patent/US6308809B1/en
Assigned to SAFETY BY DESIGN COMPANY reassignment SAFETY BY DESIGN COMPANY ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: REID, JOHN D., ROHDE, JOHN R., SICKING, DEAN L.
Priority to US09/935,949 priority Critical patent/US6457570B2/en
Application filed by Safety by Design Co filed Critical Safety by Design Co
Publication of US20020007994A1 publication Critical patent/US20020007994A1/en
Publication of US6457570B2 publication Critical patent/US6457570B2/en
Priority to US10/262,366 priority patent/US20030070894A1/en
Priority to US10/262,367 priority patent/US6668989B2/en
Application granted granted Critical
Priority to US10/933,045 priority patent/US7100752B2/en
Priority to US10/933,137 priority patent/US7086508B2/en
Priority to US11/141,772 priority patent/US20050218390A1/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16FSPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F7/00Vibration-dampers; Shock-absorbers
    • F16F7/12Vibration-dampers; Shock-absorbers using plastic deformation of members
    • F16F7/125Units with a telescopic-like action as one member moves into, or out of a second member
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
    • E01F15/14Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact specially adapted for local protection, e.g. for bridge piers, for traffic islands
    • E01F15/143Protecting devices located at the ends of barriers
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
    • E01F15/14Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact specially adapted for local protection, e.g. for bridge piers, for traffic islands
    • E01F15/145Means for vehicle stopping using impact energy absorbers
    • E01F15/146Means for vehicle stopping using impact energy absorbers fixed arrangements

Abstract

A bursting energy absorber system having an impact head, and energy absorption mechanism. The energy absorbing mechanism has a generally rectangular mandrel for rupturing cooperating thin-wall generally rectangular tubes in a controlled rupture to absorb impact forces for a colliding vehicle. A frame may be used to mount the system to a truck, trailer, guardrail, median barrier end treatment, or a crash cushion. Stress concentrators such as saw cuts or scoring may be incorporated into the absorption tubes to selectively control rupturing and energy dissipation. The mandrels may be tapered, rectangularly shaped with beveled edges to reduce frictional forces along the interior corners of the tubes. Lubricants may be applied to further control frictional influences.

Description

  • This is a continuation-in-part application based upon co-pending U.S. Pat. application Ser. No. 09/307,235, filed May 7, 1999. Further, this application claims priority to U.S. Provisional [0001] Patent Application SN 60/232,465, filed Sep. 13, 2000.
  • BACKGROUND OF THE INVENTION
  • The present invention relates to a traffic crash attenuation system. More particularly, the present invention includes a system, method and apparatus for absorbing the kinetic energy from an impacting vehicle in a controlled and safe manner with roadside safety devices such as: guardrails and median barrier end treatments, crash cushions, and truck mounted attenuators. Specifically, the present invention provides a system for the controlled rupturing of a tubular member by a mandrel whereby forces of an impacting vehicle are absorbed. More particularly, the present inventive system utilizes a rectangular mandrel and a corresponding rectangular tubular member. [0002]
  • U.S. Pat. No. 4,200,310 illustrates an energy absorbing system which utilizes a number of cylindrical energy absorbing members placed in a series-type relationship on a frame mounted to a truck. The system is provided with an alignment or guidance frame. However, there is nothing which teaches any selectively controlling the rupture of the cylindrical members. The mechanism of energy dissipation is significantly different than that of the present invention. [0003]
  • U.S. Pat. No. 3,143,321, teaches the use of a frangible tube for energy dissipation. As with the present invention, the apparatus disclosed in U.S. Pat. No. 3,143,321 uses a mandrel receivable within a tubular member. However, there is no teaching of a means for selectively controlling the rupturing along a length of the tubular member. [0004]
  • SUMMARY OF THE INVENTION
  • The crash attenuation system of the present invention provides an impact head attached to an energy absorption mechanism. The energy absorption mechanism has one or more mandrels with a certain tensile strength or hardness attached to the impact head. Attached to the head are one or more tubular members which have second tensile strengths or hardnesses, generally lower than those of the mandrels. The mandrels are receivable in a first end of the tubular members such that upon impact forces being applied to the impact head, the mandrels are forced through the tubular members rupturing, rather than fragmenting, the tubular members and absorbing the impact forces. The rupturing may be controlled by any number or combination of stress concentrating elements such as placing holes, notches, cuts, scores, preferential material orientation, or slots in the tubular members, providing gussets (or any strengthening member) along the length of the tubular members, or providing the mandrels with stress concentrators such as gussets or mandrel geometry so that as the mandrels are urged through the tube the rupturing is controlled. Specifically, the present invention focuses on rectangular mandrel and rupture tube geometry.[0005]
  • BRIEF DESCRIPTION OF THE DRAWINGS
  • FIG. 1A is an isometric view of a mandrel and tubular member of the present invention before impact forces are applied. [0006]
  • FIG. 1B illustrates the rupturing of the tubular member by the mandrel upon impact. [0007]
  • FIG. 2A is a side elevation view of an embodiment of the present invention having a mandrel with a forward tubular extension and a tubular member with a second mandrel. [0008]
  • FIG. 2B is an end view of the illustration of FIG. 2A. [0009]
  • FIG. 2C is a side elevation view of an embodiment of the present invention with the first and second mandrels having stress concentrators. [0010]
  • FIG. 2D is an end view of the illustration of FIG. 2C. [0011]
  • FIG. 3A shows a top plan view of the present invention with the controlled fracture energy absorbers attached to the impact head and trailer or truck mounted frame elements. [0012]
  • FIG. 3B is a side elevation view of the illustration of FIG. 3A. [0013]
  • FIG. 4A shows a top plan view of the present invention with an alignment member attached to the trailer or truck mounted frame. [0014]
  • FIG. 4B is a side elevation view of the illustration of FIG. 3C. [0015]
  • FIG. 5A illustrates the rectangular mandrel of the present invention. [0016]
  • FIG. 5B shows the rectangular tubular member of the present invention.[0017]
  • DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT
  • The controlled fracture or rupturing mechanism of the present invention is based on the concept that, when an over-sized plunger with a tapered surface (mandrel [0018] 12) is forced into a thin-wall tubing 14 of the generally same shape, pressure is exerted on the edge of the tubing from the inside, as illustrated in FIGS. 1A and 1B. The pressure initially expands the size of the thin-wall tubing, first elastically until the yielding strength of the metal is reached and then plastically. The tubing eventually fractures or ruptures 16 at the edge when the ultimate tensile capacity of the material is exceeded. This process of expanding and fracturing the thin-wall tubing 14 is repeated and energy dissipated as the mandrel 12 proceeds forward. This process can be applied to tubes manufactured from a variety of materials, including, but not limited to, steel, aluminum, fiber reinforced plastic (FRP), polymers such as high density polyethylene, and concrete or other ceramics.
  • Although this concept may be used with both brittle materials and ductile materials, brittle materials, such as frangible aluminum, ceramics, or concrete, fragment during the process and produce shrapnel that could pose a hazard to nearby traffic or pedestrians. Therefore, the present invention anticipates the use of ductile materials or brittle materials which are appropriately coated so as not to produce shrapnel-like fragments. Ductile materials, such as steel, polymers, or FRP materials with longitudinal reinforcement, tear into a number of longitudinal strips that remain attached to the undeformed portions of the tubular energy absorber. [0019]
  • The amount and rate of energy dissipation can be controlled by varying the shape, size, thickness, and strength ofthe thin-[0020] wall tubing 14 and the number of tubes. The location and required force level of the rupture can be controlled by incorporating stress concentrators on the tubing, using holes 17, slots 18, notches, cuts, scores and strengtheners such as gussets 19, shown in FIGS. 3A and 4A, or on the mandrel 12, using raised edges 30 as shown in FIG. 2C, or varying the geometrical shape of the mandrel. Further stress concentrators may include the use of preferential material orientation such as fiber alignment in fiber reinforced plastics or cold rolling of metals to produce elongated grain boundaries.
  • FIG. 2A shows a two-stage splitting system that involves splitting first one [0021] tube 14 and then another 22. The first tube 14 is attached to a roadside safety device (not shown). Initially upon impact of a vehicle with an impact head (not shown in FIG. 2A), the hollow tube extension 22 on mandrel 12 on the right is pushed into the outer tube 14. The mandrel 12 engages outer tube 14, causing it to split or rupture as illustrated in FIG. 1. After further displacement, the hollow tube extension 22 contacts a second, conical shaped mandrel 24 on the far end 26 of the outer tube 14 and is itself split. Each rupturing allows for controlled absorption of impact energy. Mandrel 24 is supported to outer tube 14 by gussets 25.
  • FIG. 2C illustrates a two stage system with gusset plates or raised [0022] edges 30 and 32 extending outward from the mandrels 12 and 24, respectively. These gusset plates 30 and 32 illustrate an example of a stress concentrator placed on the outer tube. The tubes may be provided with slots or strengthening members to control the rupturing process.
  • In addition, the controlled fracturing mechanism can be used in combination with other means of energy dissipation. Energy absorbing materials [0023] 40A and 40B (FIG. 2C) (e.g., aluminum honeycomb or composite tube, etc.) can also be placed inside of the tubes to increase the energy dissipation capacity as shown in FIG. 2C.
  • For end-on impacts, the vehicle will contact the [0024] impact plate 50,.i.e., end of the impact head, and push it forward. This in turn will push the mandrel forward into the thin-wall tubing and start the process of expanding and fracturing/bursting of the tubing. This process will continue until: (a) the impacting vehicle is brought to a safe and controlled stop; (b) the entire length of the tubing is fractured; or (c) the impacting vehicle yaws out and disengages from the impact head.
  • For impacts that are end-on at a large angle, the impacting vehicle will initiate the controlled fracturing/bursting process until the thin-wall tubing is bent out of the way or the mandrel disengages from the thin-wall tubing, and then gate behind the device. Similarly, the impacts on the side of the thin-[0025] wall tubing 14 near the end of the device cause the thin-wall tubing will be bent out of the way, allowing the vehicle to gate behind the device. Thus, when struck on the corner, either on the end or the side of the cushion, the energy absorbing mechanism begins to collapse longitudinally providing lateral resistance as it begins to bend out of the way.
  • For impacts into the side of the thin-wall tubing downstream of the beginning of length-of-need, the thin-wall tubing will act like a barrier and contain and redirect the impacting vehicle. An anchoring mechanism will be necessary to resist the tensile forces acting on the tubing to contain and redirect the vehicle. Note that this requirement of containment and redirection is applicable only for devices that have redirective capability, such as a terminal or a redirective crash cushion. [0026]
  • A roadside safety device utilizing the controlled fracture mechanism consists of a few major components, as illustrated in FIGS. 3A and 4A. Thin-[0027] wall tubing 14 is utilized. The tubing may have a circular, square, or rectangular cross-section. The edge of the front end of the tubing (i.e., the end into which the mandrel is attached) may have notches or slots to control the location(s) of the fracture for the tubing. The tubing may also have longitudinal slots cut along portions of its length to control the rate of energy dissipation.
  • An impact head/[0028] plate 50 is provided. Details of the impact head/plate are shown in FIGS. 3B and 4B. The impact head 50 consists of an impact plate 51; a means to provide mechanical interlock 52 between the impact head and the front of the impacting vehicle, such as raised edges around the impact plate 50; and a mandrel 12 welded to the back of the impact plate 50.
  • The [0029] mandrel 12 is much stronger (having a greater tensile strength, a greater thickness, or greater hardness) than the splitting tube 14 to prevent the mandrel from deforming. The mandrel 12 need not have the same cross-sectional shape as the thin-wall tubing, however, there must be only small clearances between the mandrel and the tubing in order to prevent misalignment. For example, channel or wide flange shapes could be used with rectangular frame rail elements as long as the height and depth of the open sections were close to the same as the clear opening in the tube.
  • The [0030] head 13 of the mandrel 12 is tapered so that only the leading portion of the mandrel head 13 initially will fit into the thin-wall tubing. The mandrel 12 may have stress concentrators, e.g., a particular geometrical shape or raised edges, to control where the thin-wall tubing will fracture. For square or rectangular tubes, the mandrel may have a corresponding square or rectangular shape that flares outward. This type of tube/mandrel combination, as discussed below in relation to FIGS. 5A and 5B, assures that the tube splits at the corners where strain hardening during manufacturing has made the metal less ductile.
  • As mentioned previously, the controlled fracture mechanism of the present invention may be used in combination with other forms of energy dissipation. One such design (FIG. 2C) may include the placement of some form of energy absorbing material [0031] 40A and 40B, such as aluminum honeycomb or composite tube inside the thin-wall tubing. As the mandrel proceeds forward, the mandrel will fracture the thin-wall tubing as well as crush or compress the energy absorbing material inside the tubing for additional energy absorption.
  • A composite tube trailer or truck mounted attenuator utilizes a crushable composite beam as its primary energy dissipation mechanism. There are two embodiments of this device, shown in FIGS. 3A and 4A. One embodiment, shown in FIG. 4A, uses telescoping [0032] frame rail elements 70 and 72 to maintain lateral stability and alignment for the attenuator and utilizes the controlled fracture concept with composite tubes to provide the energy dissipation. Frame 60 is mounted to the trailer or truck to support the head 50 and energy absorption mechanism 75. It is envisioned that cables or thin steel straps (not shown) may be used to brace the frame 60. Cables may be attached to the back of the frame on one side and to the front of the frame on the other side to prevent lateral “racking” of the frame system.
  • Another embodiment utilizes controlled fracture frame rail elements in addition to composite tube energy absorbers as shown in FIG. 3A. The present invention may have energy absorbers placed inside of the telescoping tubes or outside. [0033]
  • As previously stated, the tube bursting energy absorber works on the principal that the energy associated with the propagation of cracks along the length of a tube can be carefully controlled and utilized to dissipate the energy of an impacting vehicle. This invention incorporates a tapered mandrel that is forced inside an energy absorbing tube of slightly smaller dimensions. As the tapered mandrel is forced inside the tube, hoop stresses develop in the energy absorbing tube and these stresses are then used to propagate cracks along the length of the tube. The cracks propagate in front of the mandrel such that there is no direct contact between the mandrel and the crack surfaces, thereby limiting friction. The system's operation is somewhat different when incorporated for round and square energy absorbing tubes. [0034]
  • Although a number of energy absorbing systems utilized collapsing round tubes, none ofthe prior inventions have incorporated square tubes. The corners of square tubes make these energy absorbers perform much differently than round tubes. Because square tubes have rounded corners, a tapered square mandrel forced inside a square tube will tend to contact the tube only in the vicinity of the corners. Although such a system would eventually produce ruptures in the corners ofthe tube, the sharp corners of the mandrel would contact the crack surfaces and high friction forces would be generated. [0035]
  • The tube bursting energy absorber avoids this situation by using a tapered mandrel with bevels at each corner. As shown in FIG. 5A, the [0036] preferred mandrel 12A for square tubes 14A (FIG. 5B) involves welding four steel plates (13 a, 13 b, 13 c, and 13 d) together to form a pyramid. The interior edges of the plates are placed together and the valley 16 is fillet welded to form a relatively flat, beveled surface 17 at each corner (only one corner is shown in FIG. 5A with the flat, beveled surface 17). As shown in FIG. 5B, this configuration allows the mandrel 12A to contact the square tube 14A everywhere but the rounded corners 18A. As the tube is pushed onto the mandrel, the rounded corners will be placed in tension and straightened out. As this happens, stress concentrations where the tube walls bend around the beveled edges of the mandrel will initiate cracks. These cracks will then propagate in front of the mandrel 12A to produce a controlled energy absorbing system. The mandrel will not contact the crack surfaces and therefore friction between the mandrel and the energy absorbing tube is minimized. Because there are two crack initiators at each corner, two cracks can start and propagate simultaneously. Normally only one of these two cracks will dominate and the other crack will stop propagating. However, when this occurs, one side of the tube is actually a very shallow channel shape, which tends to dissipate more energy when the cracked walls are curled back. Saw cut manufactured cracks placed in the center of each corner can force the crack to run down the center of the tube corner. Thus, initial manufactured cracks can lower the energy dissipation associated with square tubes to some extent. The energy dissipation rate for this system is controlled by a number of factors, including the thickness of the energy absorbing tube, bevel angle on the mandrel, lubrication applied to the inside of the energy absorbing tube, and the material used in the energy absorber. Energy is dissipated by the tube bursting energy absorber through three primary mechanisms: crack propagation, curling of the cracked sections of tube, and friction. Crack propagation energy in a square or rectangular tube is controlled primarily by the type and thickness of the material used in the energy absorbing tube. More ductile and tougher metals have higher strain energy release rates and thus dissipate more energy. Likewise, thicker tubes also absorb more energy in the crack propagation process.
  • Energy dissipated as the cracked sections of a rectangular tube are curled back is controlled by the taper angle of the mandrel and the thickness of the material. Higher mandrel taper angles decrease the radius of the curled sections of cracked tube and thereby increase the energy dissipated in the bending process. However, lower taper angles do increase friction slightly, thereby offsetting the decreased bending energy to some extent. Tube thickness also affects the energy required to curl the cracked sections of the tube. [0037]
  • Friction is the other major source of energy dissipation. Lubricants placed inside the energy absorbing tube can greatly reduce friction energy. Although conventional lubricants such as grease or oil, and other hydrocarbon compositions, can serve this purpose, other lubricants could include zinc used in the galvanizing process, paints, ceramic composition surfaces, and even rust particles. [0038]
  • Round tubes made from ductile materials, such as low carbon steel, will deform greatly when a tapered mandrel is driven inside. If the energy absorber does not include weakening mechanisms as described by Smith (1973), the tube will expand sufficiently to completely engulf the mandrel. In this case, the forces required to push the mandrel inside the energy absorber rise rapidly and the system is ineffective. Smith teaches that, by using a pattern of slots in the energy absorbing tube, it can be made to deform outwardly away from the mandrel and fold back upon itself. In this situation the energy absorbing forces are controlled, but the cost of producing the large numbers of slots, holes, or other weakening mechanisms is high. As described above, the tube bursting energy absorber involves propagating cracks along the length of the tube. For round tubes, these cracks must be manufactured in the end or along the side of the tube. The cracks are manufactured by placing small saw cuts at strategic points around the tube or by scoring the surface of the tube along its length. FIG. 5A shows a saw cut [0039] 20A in the center of one of the rounded comers. Optimally, saw cuts should be twice as long as the wall thickness of the energy absorbing tube. FIG. 5A shows a score 22A in the center of one of the rounded corners. Scores need only be 10-20% of the thickness of the energy absorbing tube in order to propagate the crack. Scoring refers to a shallow notch, cut, mark, or scratch down the side of the tubes. Typically, they look like little grooves down the sides of the four corners in the rectangular tube configuration. However, the scores could be placed any place along the tube to enhance or promote crack propagation and/or reduce the bursting force levels. Scores may be placed on the outside or inside of the tubes. When forced inside the energy absorbing tube, the mandrel creates high hoop stresses which will cause the cracks to grow in a opening mode.
  • There are two primary advantages of this system. The first advantage is that small saw cuts and/or shallow surface scores are very inexpensive to produce. The second advantage of this approach is that the cracks propagate in front of the mandrel in a manner to prevent direct contact between the mandrel and the crack tip. By keeping the mandrel out of the crack tip, friction is greatly reduced and the energy dissipation rate is controlled. [0040]
  • Just as in the case with the square tube, the energy dissipation rate of the absorber can be influenced by the thickness of the energy absorbing tube, bevel angle on the mandrel, lubrication applied to the inside of the energy absorbing tube, and the material used in the energy absorber. The primary difference in energy dissipation between round and square tubes is that round tubes can have a number of different crack configurations. The crack propagation energy is directly related to the number of cracks induced in the tube. The energy dissipated as the cracked sections of tube are curled back is controlled by the taper angle of the mandrel and the number of cracks induced in the tube. When more cracks are induced in the tubes, the moment of inertia of each cracked section is reduced. By reducing the section modulus, the energy required to bend each section back is reduced. Energy dissipation by round tubes is also controlled by all of the factors mentioned previously for the square tube. [0041]
  • For any given tube configuration, energy dissipation rates are relatively constant. However, for many safety applications it is desirable to design energy absorbers with multiple energy absorption stages. Another advantage of the tube bursting energy absorber is that multiple stages are easily implemented by nesting energy absorbing tubes of varying lengths. For example, a two-stage energy absorbing system can be set up by inserting a longer tube inside a shorter tube of larger dimension. The first stage would consist of a single tube while the second stage would consist of two nested tubes. When the mandrel reaches the nested tube, cracks will be propagated down both the inner and outer tubes and the energy dissipation increases to a higher level. The energy dissipation rate for the two combined tubes is generally less than the sum of the rate for each tube bursted separately. This decrease can be attributed to reduced friction associated with the combined bursting process. [0042]
  • Another means of developing a two-stage energy absorbing system is to score only the front portion of a tubular section. The scored section of the tube typically has a lower energy dissipation rate than the un-scored portion of the tube, thus forming a two-staged energy absorbing system. [0043]
  • Although the invention has been described with reference to a specific embodiment, this description is not meant to be construed in a limiting sense. On the contrary, various modifications of the disclosed embodiments will become apparent to those skilled in the art upon reference to the description of the invention. It is therefore contemplated that the appended claims will cover such modifications, alternatives, and equivalents that fall within the true spirit and scope ofthe invention. [0044]

Claims (19)

1. An energy absorption system comprising:
an impact head;
an energy absorption mechanism affixed to said head, said mechanism further comprising:
a first mandrel; and
a tubular member, said tubular member receivable within a first end of said tubular member such that upon impact forces being applied to said impact head, said first mandrel is urged through said tubular member propagating cracks or fractures in said tubular member, said cracks controlling the dissipation of said impact forces.
2. The system of claim 1 wherein said first mandrel has a tapering rectangular shape with bevels at each corner.
3. The system of claim 1 wherein said generally rectangular tubular member has rounded interior corners.
4. The system of claim 1 further comprising a means for selectively controlling said crack propagation along a length of said tubular member.
5. The system of claim 4 wherein said means for selectively controlling said crack propagation further comprises a cut in an end of said tubular member.
6. The system of claim 5 wherein said cut has a length approximately twice as long as the wall thickness of said tubular member.
7. The system of claim 4 wherein said means for selectively controlling said crack propagation further comprises a score in said tubular member.
8. The system of claim 7 wherein said score is in an end of said tubular member.
9. The system of claim 7 wherein the depth of said score is approximately 10% to approximately 20% the thickness of said tubular member.
10. The system of claim 1 further comprising a lubricant applied to an inner surface of said tubular member.
11. The system of claim 3 where in said lubricant is selected from the group consisting of zinc, oil, grease, paint, rust particles, and ceramic compositions.
12. An energy absorption system comprising:
an impact head;
an energy absorption mechanism affixed to said head, said me chanism further comprising:
a first generally rectangular mandrel; and
a generally rectangular tubular member, said tubular member receivable within a first end of said tubular member such that upon impact forces being applied to said impact head, said first mandrel is urged through said tubular member propagating cracks or fractures in said tubular member, said cracks controlling the dissipation of said impact forces.
13. The system of claim 12 wherein said means for selectively controlling said crack propagation further comprises a cut in an end of said generally rectangular tubular member.
14. The system of claim 13 wherein said cut is further in the center of a rounded interior corner of said tubular member.
15. The system of claim 13 wherein said cut has a length approximately twice as long the wall thickness of said tubular member.
16. The system of claim 11 wherein said means for selectively controlling said crack propagation further comprises a score of said generally rectangular tubular member.
17. The system of claim 16 wherein said score is in an end of said tubular member.
18. The system of claim 16 wherein said score is further in the center of a rounded interior corner of said tubular member.
19. The system of claim 16 wherein the depth of said score is approximately 10% to approximately 20% the thickness of said tubular member.
US09/935,949 1999-05-07 2001-08-23 Rectangular bursting energy absorber Expired - Fee Related US6457570B2 (en)

Priority Applications (6)

Application Number Priority Date Filing Date Title
US09/935,949 US6457570B2 (en) 1999-05-07 2001-08-23 Rectangular bursting energy absorber
US10/262,367 US6668989B2 (en) 1999-05-07 2002-10-01 Trailer mounted bursting energy absorption system
US10/262,366 US20030070894A1 (en) 1999-05-07 2002-10-01 Single-sided crash cushion system
US10/933,137 US7086508B2 (en) 1999-05-07 2004-09-02 End splice assembly for box-beam guardrail and terminal systems
US10/933,045 US7100752B2 (en) 1999-05-07 2004-09-02 Bridge pier crash cushion system
US11/141,772 US20050218390A1 (en) 1999-05-07 2005-06-01 End splice assembly for box-beam guardrail and terminal systems

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
US09/307,235 US6308809B1 (en) 1999-05-07 1999-05-07 Crash attenuation system
US23246500P 2000-09-13 2000-09-13
US09/935,949 US6457570B2 (en) 1999-05-07 2001-08-23 Rectangular bursting energy absorber

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
US09/307,235 Continuation-In-Part US6308809B1 (en) 1999-05-07 1999-05-07 Crash attenuation system

Related Child Applications (2)

Application Number Title Priority Date Filing Date
US10/262,367 Continuation-In-Part US6668989B2 (en) 1999-05-07 2002-10-01 Trailer mounted bursting energy absorption system
US10/262,366 Continuation-In-Part US20030070894A1 (en) 1999-05-07 2002-10-01 Single-sided crash cushion system

Publications (2)

Publication Number Publication Date
US20020007994A1 true US20020007994A1 (en) 2002-01-24
US6457570B2 US6457570B2 (en) 2002-10-01

Family

ID=26926023

Family Applications (1)

Application Number Title Priority Date Filing Date
US09/935,949 Expired - Fee Related US6457570B2 (en) 1999-05-07 2001-08-23 Rectangular bursting energy absorber

Country Status (1)

Country Link
US (1) US6457570B2 (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6533249B2 (en) 1999-09-23 2003-03-18 Icom Engineering, Inc. Guardrail beam with improved edge region and method of manufacture
US6554256B2 (en) 2001-04-25 2003-04-29 Icom Engineering, Inc. Highway guardrail end terminal assembly
US6558067B2 (en) 1999-02-16 2003-05-06 Icom Engineering, Inc. Guardrail beam with enhanced stability
US7101111B2 (en) 1999-07-19 2006-09-05 Exodyne Technologies Inc. Flared energy absorbing system and method
US8038126B1 (en) 1997-05-09 2011-10-18 Trinity Industries, Inc. Breakaway support post for highway guardrail end treatments
US8517349B1 (en) 2000-10-05 2013-08-27 The Texas A&M University System Guardrail terminals
WO2020072410A1 (en) * 2018-10-03 2020-04-09 500 Group, Inc. Impact attenuation structure
WO2020118309A2 (en) 2018-12-07 2020-06-11 Sicking Safety Systems Llc. Guardrail terminal

Families Citing this family (31)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6668989B2 (en) * 1999-05-07 2003-12-30 Safety By Design, Co. Trailer mounted bursting energy absorption system
US7086508B2 (en) * 1999-05-07 2006-08-08 Reid John D End splice assembly for box-beam guardrail and terminal systems
US20030070894A1 (en) * 1999-05-07 2003-04-17 Reid John D. Single-sided crash cushion system
US7306397B2 (en) * 2002-07-22 2007-12-11 Exodyne Technologies, Inc. Energy attenuating safety system
US20060193688A1 (en) * 2003-03-05 2006-08-31 Albritton James R Flared Energy Absorbing System and Method
CA2579047C (en) * 2004-09-15 2011-01-25 Energy Absorption Systems, Inc. Crash cushion
US7690687B2 (en) 2005-01-10 2010-04-06 Safety By Design Co. Trailer mounted attenuator with breakaway axle assembly
US20080210817A1 (en) * 2006-10-26 2008-09-04 The Boeing Company Energy-absorbing Square Tube Composite Stanchion
CN101480970B (en) 2008-01-07 2013-03-27 能量吸收系统公司 Crash attenuator
US7950870B1 (en) 2008-03-28 2011-05-31 Energy Absorption Systems, Inc. Energy absorbing vehicle barrier
US8544715B2 (en) * 2009-01-06 2013-10-01 GM Global Technology Operations LLC Repairing a friction stir welded assembly
US8215619B2 (en) * 2009-03-31 2012-07-10 Energy Absorption Systems, Inc. Guardrail assembly, breakaway support post for a guardrail and methods for the assembly and use thereof
ES2358253B8 (en) * 2009-10-26 2013-03-27 Hierros Y Aplanaciones S.A.(Hiasa) MECHANISM FOR THE ABSORPTION OF KINETIC ENERGY FROM FRONTAL IMPACTS OF VEHICLES AGAINST VEHICLE CONTAINMENT SYSTEMS, FOR USE IN ROAD AND MEDIUM ROAD MARKS, SUCH AS IMPACT ATTACHERS AND BARRIER TERMINALS.
US8397800B2 (en) 2010-12-17 2013-03-19 Halliburton Energy Services, Inc. Perforating string with longitudinal shock de-coupler
WO2012148429A1 (en) 2011-04-29 2012-11-01 Halliburton Energy Services, Inc. Shock load mitigation in a downhole perforation tool assembly
US8393393B2 (en) 2010-12-17 2013-03-12 Halliburton Energy Services, Inc. Coupler compliance tuning for mitigating shock produced by well perforating
US8985200B2 (en) 2010-12-17 2015-03-24 Halliburton Energy Services, Inc. Sensing shock during well perforating
US8397814B2 (en) 2010-12-17 2013-03-19 Halliburton Energy Serivces, Inc. Perforating string with bending shock de-coupler
US20120241169A1 (en) 2011-03-22 2012-09-27 Halliburton Energy Services, Inc. Well tool assemblies with quick connectors and shock mitigating capabilities
US9091152B2 (en) 2011-08-31 2015-07-28 Halliburton Energy Services, Inc. Perforating gun with internal shock mitigation
US8888179B1 (en) 2012-02-28 2014-11-18 Armorworks Enterprises LLC Tube-expansion energy attenuating system
WO2014003699A2 (en) 2012-04-03 2014-01-03 Halliburton Energy Services, Inc. Shock attenuator for gun system
US9598940B2 (en) 2012-09-19 2017-03-21 Halliburton Energy Services, Inc. Perforation gun string energy propagation management system and methods
US8978749B2 (en) 2012-09-19 2015-03-17 Halliburton Energy Services, Inc. Perforation gun string energy propagation management with tuned mass damper
WO2014084868A1 (en) 2012-12-01 2014-06-05 Halliburton Energy Services, Inc. Protection of electronic devices used with perforating guns
WO2015038395A1 (en) 2013-09-11 2015-03-19 Energy Absorption Systems, Inc. Crash attenuator
AU2014295833B2 (en) * 2013-11-05 2017-03-02 Shinsung Control Co., Ltd. Crash Cushion
US9051698B1 (en) * 2014-06-19 2015-06-09 Lindsay Transporation Solutions, Inc. Crash attenuator apparatus
CN107580661B (en) 2015-05-11 2019-09-06 洛德公司 Damping unit, system and method for hollow shaft, pillar and beam with mode of flexural vibration
CA3135253C (en) 2019-05-15 2024-01-09 Trinity Highway Products Llc Crash attenuator with release plate hinge assembly, release plate hinge assembly and method for the use thereof
CN110194116B (en) * 2019-05-29 2022-02-15 广州中国科学院工业技术研究院 Automobile composite material energy absorption module

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3143321A (en) * 1962-07-12 1964-08-04 John R Mcgehee Frangible tube energy dissipation
US3608677A (en) * 1968-10-03 1971-09-28 North American Rockwell Fragmenting tube energy absorber
JPS5118694B1 (en) * 1970-10-31 1976-06-11
US3916720A (en) * 1973-05-14 1975-11-04 Chrysler Corp Energy absorbing steering column
US4336868A (en) * 1978-05-10 1982-06-29 Textron, Inc. Composite fibrous tube energy absorber
US5351791A (en) * 1990-05-18 1994-10-04 Nachum Rosenzweig Device and method for absorbing impact energy
DE4028448A1 (en) * 1990-09-07 1992-03-12 Suspa Compart Ag REVERSIBLE IMPACT DAMPER, ESPECIALLY FOR MOTOR VEHICLES
US5732801A (en) * 1996-08-05 1998-03-31 Gertz; David C. Energy absorbing bumper support structure
US5875875A (en) * 1996-11-05 1999-03-02 Knotts; Stephen Eric Shock isolator and absorber apparatus
US6308809B1 (en) * 1999-05-07 2001-10-30 Safety By Design Company Crash attenuation system

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8038126B1 (en) 1997-05-09 2011-10-18 Trinity Industries, Inc. Breakaway support post for highway guardrail end treatments
US6558067B2 (en) 1999-02-16 2003-05-06 Icom Engineering, Inc. Guardrail beam with enhanced stability
US7101111B2 (en) 1999-07-19 2006-09-05 Exodyne Technologies Inc. Flared energy absorbing system and method
US6533249B2 (en) 1999-09-23 2003-03-18 Icom Engineering, Inc. Guardrail beam with improved edge region and method of manufacture
US8517349B1 (en) 2000-10-05 2013-08-27 The Texas A&M University System Guardrail terminals
US6554256B2 (en) 2001-04-25 2003-04-29 Icom Engineering, Inc. Highway guardrail end terminal assembly
WO2020072410A1 (en) * 2018-10-03 2020-04-09 500 Group, Inc. Impact attenuation structure
US11167706B2 (en) 2018-10-03 2021-11-09 Auto Ip Llc Impact attenuation structure
WO2020118309A2 (en) 2018-12-07 2020-06-11 Sicking Safety Systems Llc. Guardrail terminal
WO2020118309A3 (en) * 2018-12-07 2020-08-13 Sicking Safety Systems Llc. Guardrail terminal
US11466415B2 (en) 2018-12-07 2022-10-11 Dean L. Sicking Guardrail terminal
US11846077B2 (en) 2018-12-07 2023-12-19 Sicking Safety Systems Llc Guardrail terminal

Also Published As

Publication number Publication date
US6457570B2 (en) 2002-10-01

Similar Documents

Publication Publication Date Title
US6457570B2 (en) Rectangular bursting energy absorber
EP1177390B1 (en) Crash attenuation system
US7147088B2 (en) Single-sided crash cushion system
EP1552183B1 (en) Trailer mounted bursting energy absorption system
US5391016A (en) Metal beam rail terminal
US6231095B1 (en) Energy absorption impact system
US5791812A (en) Collision performance side impact (automobile penetration guard)
US6523873B1 (en) Taper and flare energy absorption system
US20010013596A1 (en) Guardrail cutting terminal
CN1578740A (en) Bumper crush tower with rings of varied strength
US6386347B1 (en) Impact absorber and method of manufacture
US7287930B2 (en) Vehicle impact attenuator
RU174223U1 (en) Energy absorbing device for rolling stock protection
Reid et al. RECTANGULAR BURSTING ENERGY ABSORBER
Reid et al. SINGLE-SIDED CRASH CUSHION SYSTEM
Reid et al. CRASH ATTENUATION SYSTEM
CN101432168A (en) Plastic energy management beam
Mak et al. NCHRP Report 350 testing of W-beam slotted-rail terminal
KR20230021126A (en) Crash impact dampener system and method
Sicking et al. Development of trailer attenuating cushion for variable message signs and arrow boards

Legal Events

Date Code Title Description
AS Assignment

Owner name: SAFETY BY DESIGN COMPANY, NEBRASKA

Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNORS:REID, JOHN D.;ROHDE, JOHN R.;SICKING, DEAN L.;REEL/FRAME:012120/0221

Effective date: 20010806

CC Certificate of correction
FEPP Fee payment procedure

Free format text: PAT HOLDER CLAIMS SMALL ENTITY STATUS, ENTITY STATUS SET TO SMALL (ORIGINAL EVENT CODE: LTOS); ENTITY STATUS OF PATENT OWNER: SMALL ENTITY

REFU Refund

Free format text: REFUND - SURCHARGE, PETITION TO ACCEPT PYMT AFTER EXP, UNINTENTIONAL (ORIGINAL EVENT CODE: R2551); ENTITY STATUS OF PATENT OWNER: SMALL ENTITY

FPAY Fee payment

Year of fee payment: 4

CC Certificate of correction
RF Reissue application filed

Effective date: 20070616

REMI Maintenance fee reminder mailed
FPAY Fee payment

Year of fee payment: 8

SULP Surcharge for late payment

Year of fee payment: 7

REMI Maintenance fee reminder mailed
LAPS Lapse for failure to pay maintenance fees
STCH Information on status: patent discontinuation

Free format text: PATENT EXPIRED DUE TO NONPAYMENT OF MAINTENANCE FEES UNDER 37 CFR 1.362

FP Lapsed due to failure to pay maintenance fee

Effective date: 20141001