Profile for a structural beam of a vehicle

Abstract

A profile includes two end wing portions with substantially a transversal direction (Y), two lateral wall portions having substantially a height direction-(Z), a frontal wall portion having substantially a transversal direction (Y), two curved transition zones (R1, R2) disposed between the lateral wall portions and the frontal wall portion, and two curved transition zones (R3, R4) disposed between the end wing portions and the lateral wall portions. A specific portion of each curved transition zones (R1, R2) between the lateral wall portions and the frontal wall portion has a tensile strength lower than the tensile strength of the rest of the cross-section. This configuration also relates to a longitudinal beam, a cross-member, a pillar, a B-Pillar or a C-Pillar having the profile, and to a vehicle provided thereof.

Claims

1. A profile where a longitudinal direction, a transversal direction and a height direction are defined, the directions being perpendicular therebetween, the profile having a Ω-shaped cross-section, such that therein are defined: two end wing portions having substantially the transversal direction; two lateral wall portions having substantially the height direction; a frontal wall portion having substantially the transversal direction; two curved transition zones between the lateral wall portions and the frontal wall portion; two curved transition zones between the end wing portions and the lateral wall portions; wherein a specific portion of each curved transition zones between the lateral wall portions and the frontal wall portion have a tensile strength lower than the tensile strength of the rest of the cross-section, wherein the portions sum up a cross-section length such that:
0.07.Math.l≤l1+l2≤0.26.Math.l
0.03.Math.l≤l1
0.03.Math.l≤l2 l1 and l2 being the length of the specific portions.

2. The profile according to claim 1, wherein the length of the specific portions satisfy:
0.12×l≤l1+l2≤0.14.Math.l
0.06.Math.l≤l1
0.061.Math.l≤l2.

3. The profile according to claim 1, wherein the specific portions have a tensile strength lower than 800 MPa and the rest of the cross-section has a tensile strength between 950 MPa and 1200 MPa.

4. The profile according to claim 1, wherein the length of the specific portions in the longitudinal direction are comprised between 10 and 150 mm.

5. The profile according to claim 1, wherein the lower tensile strength of the specific portions is obtained with a laser treatment.

6. The profile according to claim 1, wherein the specific zones comprise more than 50% bainite and the rest of the zones comprise more than 50% martensite.

7. A longitudinal beam for a vehicle including a profile where a longitudinal direction, a transversal direction and a height direction are defined, the directions being perpendicular therebetween, the profile having a Ω-shaped cross-section, such that therein are defined: two end wing portions having substantially the transversal direction; two lateral wall portions having substantially the height direction; a frontal wall portion having substantially the transversal direction; two curved transition zones between the lateral wall portions and the frontal wall portion; two curved transition zones between the end wing portions and the lateral wall portions; wherein a specific portion of each curved transition zones between the lateral wall portions and the frontal wall portion have a tensile strength lower than the tensile strength of the rest of the cross-section, wherein the portions sum up a cross-section length such that:
0.07.Math.l≤l1+l2≤0.26.Math.l
0.03.Math.l≤l1
0.03.Math.l≤l2 l1 and l2 being the length of the specific portions.

8. A cross-member, pillar, B-Pillar or C-Pillar for a vehicle including a profile where a longitudinal direction, a transversal direction and a height direction are defined, the directions being perpendicular therebetween, the profile having a Ω-shaped cross-section, such that therein are defined: two end wing portions having substantially the transversal direction; two lateral wall portions having substantially the height direction; a frontal wall portion having substantially the transversal direction; two curved transition zones between the lateral wall portions and the frontal wall portion; two curved transition zones between the end wing portions and the lateral wall portions; wherein a specific portion of each curved transition zones between the lateral wall portions and the frontal wall portion have a tensile strength lower than the tensile strength of the rest of the cross-section, wherein the portions sum up a cross-section length such that:
0.07.Math.l≤l1+l2≤0.26.Math.l
0.03.Math.l≤l1
0.03.Math.l≤l2 l1 and l2 being the length of the specific portions.

9. A B-Pillar for a vehicle comprising a profile according to claim 1, which comprises a lower end destined to be attached to a rocker and an upper end destined to be attached to an A-pillar such that a B-pillar height is defined between the lower end and the upper end, the specific portion being located in lower half of the B-Pillar.

10. The B-pillar according to claim 9, further comprising a press hardened patch.

11. A vehicle including a longitudinal beam, a Cross-member, a pillar, a B-Pillar, or a C-Pillar, the longitudinal beam, the Cross-member, the pillar, the B-Pillar, or the C-Pillar being a profile according to claim 1.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

(1) To complete the description and in order to provide a better understanding of the disclosure, a set of drawings is provided. Said drawings form an integral part of the description and illustrate embodiments of the disclosure, which should not be interpreted as restricting the scope of the disclosure, but just as an example of how the disclosure can be carried out. The drawings comprise the following figures:

(2) FIG. 1 shows a schematic perspective view of a profile according to the disclosure, where the softened zones are highlighted.

(3) FIG. 2 shows a section of the profile and the geometric parameters used to define it.

(4) FIG. 3 shows the dimensions of the omega-shaped section of the profile used in simulations carried out to demonstrate the effects of the disclosure.

(5) FIG. 4 shows the torque to which the profile is subjected during the simulations, which is the result of the four point bending configuration shown in FIG. 5.

(6) FIG. 5a shows the four point bending configuration, where the black dots represent the force application points and FIG. 5b represents the resulting forces.

(7) FIG. 6 is a perspective view of the profile, where the width of the softened curved zones are highlighted.

(8) FIG. 7 shows how the length percentage has been calculated.

(9) FIG. 8a shows a prior art homogeneous profile.

(10) FIGS. 8b and 8c show prior art profiles where the 100% of the profile section has been softened at a determined portion of the profile, the softened band of the FIG. 8b profile being narrower than the band of the FIG. 8c profile.

(11) FIG. 9a shows in perspective many profiles having two soft zones having a constant width, but a different length percentage.

(12) FIG. 9b is analogous to FIG. 9a, but the width is narrower.

(13) FIG. 10 is a graph representing the maximum bending force versus the longitudinal position in the profile which allows the comparison between monolithic beams, beams having a band soft zone and beams according to the disclosure, that is, having two localized soft zones.

(14) FIG. 11 is a graph representing the maximum bending force versus the longitudinal position in the profile which allows the comparison between monolithic beams (parallel upper and lower horizontal lines), beams having a band soft zone and beams according to the disclosure with varying lengths of the two localized soft zones.

(15) FIG. 12 shows the result of a 4 point bending simulation, which yields the damage risk in the profile.

(16) FIGS. 13a and 13b show plan views of the profile and the spatial distribution of the damage risks.

(17) FIG. 14 shows the spatial distribution of the damage risks for a monolithic beam, a beams having a band soft zone and beams according to the disclosure with varying lengths of the two localized soft zones.

(18) FIG. 15 shows the maximum damage risk as a function of the length percentage of the two localized soft zones, while indicating the maximum admissible damage risk and the resulting acceptable length percentage interval.

(19) FIG. 16 is a zoom view of FIG. 15 corresponding to the acceptable length percentage interval.

DETAILED DESCRIPTION OF THE DRAWINGS

(20) As shown in FIGS. 1 and 2, the disclosure relates generally to a profile P where a longitudinal direction X, a transversal direction Y and a height direction Z are defined.

(21) These directions X, Y, Z are perpendicular therebetween and will be used to describe the different parameters of the disclosure.

(22) As shown, the profile P has a Q-shaped cross-section, such that therein are defined: two end wing portions 1, 5 having substantially the transversal direction Y; these end wing portions are destined to partially define the frame for the doors and for the union of the inner cover 6; two lateral wall portions 2, 4 having substantially the height direction Z, which is the impact direction; a frontal wall portion 3 having substantially the transversal direction Y; two curved transition zones R1, R2 between the lateral wall portions 2, 4 and the frontal wall portion 3; two curved transition zones R3, R4 between the end wing portions 1, 5 and the lateral wall portions 2, 4.

(23) According to known embodiments of longitudinal rails, cross-members and pillars, these are made homogeneous with a high-strength steel, as illustrated for example in FIG. 8a.

(24) One of the main functions of the B-pillar is to present resistance against a lateral impact, which will generally take place in its lower section.

(25) In the course of a lateral impact, the B-pillar is subjected to forces which cause it to deform in an equivalent manner to how it would be deformed in the event of a bending moment Mx being applied as illustrated in FIG. 4.

(26) This bending moment Mx can be obtained in turn by a fourth point test, as illustrated in FIGS. 5a and 5b, so that at the lower end points 7a and 7b, forces directed upwards are applied to the profile and forces directed downwards are applied at the upper end points 7c and 7d.

(27) The simulations have been carried out with the dimensions and materials shown in FIG. 3, which are representative of regular sections of B-pillar, longitudinal and cross-member for a vehicle.

(28) The simulation results are expressed in terms of maximum bending force (kN), which in turn is related with the energy absorption capacity of the component, and in terms of plastic strain and damage risk.

(29) The damage risk, in percentage, is related to risk of having a crack appearance somewhere in the profile, 100% corresponding to a crack that occurred, 0% corresponding to no risk at all to see a crack.

(30) FIGS. 12, 13a and 13b are intended to demonstrate the need for a solution to the high risk of damage obtained in a profile of high strength, ie a monolithic beam made with the hardest material, i.e., less ductile.

(31) Said profile was subjected, by simulation, to the four-point test. As can be seen in FIG. 13a, and in the extension of the area of interest of FIG. 13b, the highest damage risk occurs in the curved geometric transition zones (indicated R1 and R2 in FIG. 2), i.e. the curved areas whose center of curvature is located inside the profile.

(32) The highest damage risk indicates the points at which the rupture will occur before, that is to say, points that will cease, during the impact but after the rupture, to absorb energy by plastic deformation.

(33) Prior to carrying out these tests, a known solution for preventing premature ruptures of the profile during the impact and ensuring that the impact zone would not cease to absorb energy was to provide a soft zone band in the portion of the profile directly subjected to the impact. By providing such band, the plastic deformation was guaranteed, and the rest of the profile would not be affected, and would still exhibit a high resistance for the other structural functions.

(34) Examples of this prior art profiles are shown in FIGS. 8b and 8c.

(35) However, the new tests have shown that the high stress points are highly localized, specifically in the curved zones having the center of curvature inside the profile, or said in other words, in the transition zones.

(36) For this reason, according to the present disclosure, and as shown in FIGS. 1, 2 and 6, a specific portion l1, l2 of each curved transition zones R1, R2 between the lateral wall portions 2, 4 and the frontal wall portion 3 have a tensile strength lower than the tensile strength lower of the rest of the cross-section.

(37) As will be demonstrated below, by means of these localized soft zones, the profile (B-pillar in the illustrated embodiment) is only slightly modified, thus guarantying a good plastic behavior while maintaining its structural performance under normal conditions, that is, in non-impact conditions.

(38) In particular, to evaluate the effect of the disclosure, simulations have been carried out for various combinations of the dimensions of the soft zone zones located in the said transition curves, as well as depending on the degree of ductility of the soft zone areas.

(39) In particular, tests have been carried out for different lengths (L1 and L2) of the zones, maintaining the dimension W according to the X direction of said zones, as illustrated in FIG. 9a. The effect of the length has also been evaluated, comparing the results obtained for the profiles according to the disclosure of FIG. 9a with the profiles according to the disclosure of FIG. 9b, in which the soft zone zones have a shorter length according to the X direction.

(40) FIG. 10 illustrates the maximum bending force in kN as a function of the position along the profile. The results shown therein correspond to the following cases:

(41) Homogeneous Profile HT1150

(42) This profile correspond to the prior art monolithic beam made of a homogeneous material having the higher resistance, the lower ductility. As the graph shows, it exhibits the highest maximum bending force, which leads to a localized risk of damage of 100%, which represent a crack occurrence, for the comparison with the other solutions.

(43) Homogeneous Profile DP780

(44) This profile correspond to the prior art monolithic beam made of a homogeneous material having the lower resistance, the higher ductility. As the graph shows, it exhibits the minimum bending force, which leads to no risk of damage represented by value of 0%, the comparison with the other solutions. When comparing with the previous case (Homogeneous profile HT1150), it can be seen, as expected, that the maximum bending force is clearly reduced. However, a solution comprising a monolithic beam wholly made of a less resistant material would lead to a weak structural B-pillar with higher cabin cell intrusions, and thus higher occupant injuries.

(45) Continuous Soft Zone Band HT550 (Medium SZ Grade)

(46) This profile consists in providing a continuous soft zone band having a medium resistance, that is a medium ductility. This solution yields a notable reduction in the maximum bending force, and thus in the damage risk.

(47) Continuous Soft Zone Band HT700 (Higher SZ Grade)

(48) This profile relates to providing a continuous soft zone band having a higher resistance, that is a lower ductility.

(49) Continuous Soft Zone Band HT400 (Lower SZ Grade)

(50) This profile relates to providing a continuous soft zone band having a lower resistance, that is, a higher ductility. There it can be seen that applying a continuous ductile band to a HT1150 profile reduces the damage risk to the damage risk of a homogeneous profile DP780, i.e. a profile fully made of a ductile material.

(51) The comparison between the three tests carried on profiles having continuous ductile bands, pointed out with the arrows 3.a of FIG. 10, show that increasing the soft zone strength grade involves increasing the damage risk.

(52) Localized Soft Zones Curves HT700 (Higher SZ Grade)

(53) When compared with the case of a homogeneous profile HT1150, it can be seen that by only slightly softening the curved zones, there is already an important reduction in the damage risk when compared to a monolithic beam.

(54) Localized Soft Zones Curves HT550 (Medium SZ Grade)

(55) And then, if the localized soft zones are further softened, there is a notable further reduction of the damage risk, as pointed out with the arrow 3.b of FIG. 10.

(56) The arrows 4.a and 4.b of FIG. 10 show that the transition from a band to a more localized soft zone slightly increases the damage risk. However, by adjusting the softening degree it is possible to reduce the damage risk to be equivalent to that of a band.

(57) In FIG. 11, the upper (BATCH #10 1010) and lower limits (BATCH #11 1010) corresponding to monolithic beams of a material with a high and reduced strength respectively are shown again. Between those two limits the damage risks corresponding to different relative percentages of the lengths of the sections with soft zone with respect to the total length of the profile have been represented. These damage risks correspond to the points having higher damage risk in the simulation of FIG. 14.

(58) These results are summarized in the graphs of FIGS. 15 and 16.

(59) First it is concluded for the following intervals:
0.07.Math.l≤l1+l2≤0.26.Math.l
0.03.Math.l≤l1
0.03.Math.l≤l2

(60) wherein the portions sum up a cross-section length l and l1 and l2 are the length of the specific portions l1, l2, the damage risk falls below 70%.

(61) Also it is shown that there is an optimum (minimum) value of the damage risk, which corresponds to a determined value.

(62) In particular, for the shape shown in FIG. 7, the following intervals correspond to a minimum damage risk.
0.12x.Math.l≤l1+l2≤0.14.Math.l
0.06≤.Math.l≤l2
0.06.Math.l≤l2

(63) In this text, the term “comprises” and its derivations (such as “comprising”, etc.) should not be understood in an excluding sense, that is, these terms should not be interpreted as excluding the possibility that what is described and defined may include further elements.

(64) The disclosure is obviously not limited to the specific embodiments described herein, but also encompasses any variations that may be considered by any person skilled in the art within the general scope of the disclosure as defined in the claims.