Transverse member for a motor vehicle rear axle assembly

Information

  • Patent Grant
  • 6460869
  • Patent Number
    6,460,869
  • Date Filed
    Thursday, August 19, 1999
    25 years ago
  • Date Issued
    Tuesday, October 8, 2002
    22 years ago
Abstract
A deformable transverse member for a motor vehicle rear axle assembly with trailing arms is formed of a metal section piece having a continuous longitudinal opening that extends along at least 80% of the length of the metal section piece and is fitted with a block of elastomeric material fastened to the section piece at a position selected to close off a central part of the continuous longitudinal opening.
Description




CROSS REFERENCE TO RELATED APPLICATION




This application claims priority from French Patent Application Serial No. 98-10557 filed on Aug. 19, 1998, which is incorporated herein by reference.




BACKGROUND OF THE INVENTION




1. Field of the Invention




The subject of the present invention is a deformable transverse member for a motor vehicle rear axle assembly, especially a rear axle assembly with trailing arms.




2. Description of Related Art




Of all the technical solutions regarding motor vehicle rear axle assemblies, the semirigid axle is a simple and economical solution because, in one component, it provides the wheels of the rear axle assembly with guidance and fulfils the anti-roll function.




In general, the semi-rigid axle is made up of two trailing arms connected by a transverse member.




The assembly thus formed is attached to the body of the vehicle via two elastic mounts.




The transverse member is connected rigidly to the arm usually by two gusset plates each fixed, on the one hand, to the end of the transverse member and, on the other hand, to the corresponding trailing arm, generally by welding.




The distance from the ends of the arm at which the transverse member is positioned varies according to the configuration of the vehicle rear axle assembly. This position depends on the overall architecture of the vehicle substructure and, in particular, depends on the location of the fuel tank. To fulfill its dual role of providing guidance and acting as an antiroll bar, this transverse member must have a given rigidity particularly in torsion and in bending so as to obtain an ideal compromise between the road holding ability of the vehicle and the comfort of the passengers, particularly in the case of a touring vehicle.




Specifically, the use of an excessively rigid transverse member prevents practically all vehicle body roll, but causes jolts which are uncomfortable for the passengers, and sometimes is associated with a wheel lifting off the ground, which is detrimental to the road holding of this vehicle.




The use of an excessively flexible transverse member prevents any lifting of the wheels during normal driving of the vehicle, but generates a phenomenon of significant roll which is also dangerous for the passengers.




Most deformable transverse members for trailing arm rear axle assemblies have a cross section which, along their entire length, exhibit a profile of the so-called open section type, for example in the overall shape of a C, a U or a V.




This type of transverse member has the particular feature of offering torsional rigidity that is compatible with the sought-after values limiting vehicle body roll while at the same time providing good road holding ability.




In an effort to reduce the weight of the vehicle, manufacturers have been decreasing the wall thickness of the transverse member within the possible limits dictated by the mechanical strength of this transverse member, but this reduction in wall thickness on an open-section transverse member does, nonetheless, lead to a significant reduction in the torsional stiffness of this transverse member, thus increasing the possibilty of vehicle body roll.




So, to maintain the same vehicle characteristics, particularly as regards roll, manufacturers wishing to restrict the weight of the vehicles have been forced to complement the open-section transverse member with a device for limiting roll, for example an antiroll bar.




Another solution could consist in using a transverse member with a closed cross section along its entire length, but with reduced wall thickness.




However, to exhibit a torsional stiffness that is compatible with the sought-after values in order to obtain a compromise between the road holding ability of the vehicle and desired the level of passenger comfort, it would be necessary either to reduce greatly the cross section of the transverse member or to keep the same cross section while reducing the wall thickness or to reduce both the cross section and the wall thickness of the transverse member.




Such a reduction in thickness is incompatible with the mechanical strength of the transverse member, even if a steel with a high elastic limit is used.




Likewise, reducing the cross section of the transverse member would generate very high stresses at the connection between this transverse member and the arm of the axle.




For this reason, French Patent No. 2,745,240 discloses a transverse member for a rear axle assembly which comprises a central region in which the cross section of this transverse member is a closed profile and two lateral zones in which the cross section of this transverse member is an open profile.




However, this type of transverse member has drawbacks, the main drawback lying in the fact that the stresses generated at the interfaces between the open zones and the closed central zone are high as will be seen later. These stresses may cause, in these zones, cracks and therefore zones of weakness which are incompatible with the mechanical strength of the transverse member.




SUMMARY OF THE INVENTION




The object of the invention is to avoid these drawbacks by proposing a transverse member whose torsional stiffness can be altered according to the characteristics sought for the rear axle assembly and which makes it possible to reduce the cross section and/or the wall thickness, and therefore the weight of the motor vehicle.




The subject of the invention is therefore a deformable transverse member for a motor vehicle, especially a rear axle assembly with trailing arms, characterized in that it is formed of a metal section piece comprising a continuous longitudinal opening extending along at least 80% of the length of the further section piece and in that it is fitted with a block of elastomeric material fastened to the section piece and closing off the central part of the longitudinal opening.




According to other features of the invention:




the section piece has several faces and the face comprising the longitudinal opening has two opposed turned-down edges against which the block of elastomeric material rests,




the block is formed of a sheet which has a cross section in the shape of a quadrilateral,




the block is formed of a sheet which has a U-shaped cross section,




the block has vertical side edges or parallel and inclined side edges,




the block is fastened to the section piece by bonding or by screw fasteners, and




the elastomeric material of the block has a Young's modulus of between 200 and 500 MPa.




The invention will be better understood from reading the description which will follow, given merely by way of example, for an understanding of which reference will be made to the appended drawings, in:











BRIEF DESCRIPTION OF THE DRAWINGS





FIG. 1

is a diagrammatic view in perspective of a trailing arm or a rear axle assembly of a motor vehicle, equipped with a transverse member in accordance with the invention,





FIG. 2

is the perspective view with a partial cutaway of the transverse member in accordance with the invention,





FIGS. 3

to


5


are views in perspective showing several embodiments of a block of elastomeric material fitted to the transverse member in accordance with the invention,





FIGS. 6

to


11


are graphs showing the results of tests performed with different embodiments of transverse members in accordance with the invention and,





FIG. 12

is a perspective view of the transverse member according to the state of the art.











DETAILED DESCRIPTION OF THE INVENTION





FIG. 1

depicts a semi-rigid rear axle assembly with two parallel trailing arms


1


and


2


respectively.




The arms


1


and


2


are connected at one of their ends.


1




a


and


2




a


respectively, the body of the vehicle by an elastic connection of a known type not depicted.




On the other hand, the arms


1


and


2


support, at their opposite ends


1




b


and


2




b,


to the ends which are connected to the body of the vehicle, i.e. members


3




a


and


3




b


for supporting the corresponding wheel.




Each end


1




b


and


2




b


of the arms


1


and


2


is also connected to the vehicle body via a shock absorber


4




a


and


4




b


respectively.




Furthermore, the arms


1


and


2


are connected together rigidly by a transverse member


10


.




In this embodiment, this transverse member


10


is connected to each arm


1


and


2


via a gusset plate


5


and


6


respectively welded, on the one hand, to the corresponding end of the transverse member


10


and, on the other hand, to the corresponding arm


1


or


2


.




The transverse member


10


, the two arms


1


and


2


and the gusset plates


5


and


6


form the axle of the rear axle assembly depicted in FIG.


1


.




The distance from the ends


1




a


and


2




a


of the arms


1


and


2


at which the transverse member


10


is positioned varies according to the configuration of the vehicle rear axle assembly. This position depends on the overall architecture of the substructure and in particular depends on the location of the fuel tank.




As depicted more specifically in

FIG. 2

, the transverse member


10


is formed of a metal section piece


11


comprising a continuous longitudinal opening


12


extending over at least 80% of the span of the section piece


11


.




In the embodiment depicted in

FIGS. 1 and 2

, the longitudinal opening


12


extends over the entire length of the section piece


11


.




According to an alternative form which has not been depicted, the ends of the transverse member


10


may have a cross section with a closed profile, it being possible for this cross section to differ from the cross section of the section piece


11


. Specifically, these ends could be closed by flattening a portion of this section piece


11


.




As a preference, and as depicted, the section piece


11


has several faces, one of which has the longitudinal opening


12


which comprises two opposed turned-down edges.




For example, the section piece


11


is in the shape of a U and the end of each free branch has a turned-down edge


13




a


and


13




b


respectively.




The section piece


11


may also have other shapes.




The central part of the opening


12


is closed by a block


20


of elastomeric material fastened to the section piece


11


. and resting on the internal face of each turned-down edge


13




a


and


13




b.






The block


20


of elastomeric material is fastened to the horizontal parts of the section piece


11


by screws, not depicted, which pass through this block


20


in its height, or by bonding onto the internal face of the horizontal parts or on the turned-down edges


13




a


and


13




b.






According to a first embodiment depicted in

FIG. 3

, the block


20


is formed of a sheet


21


which has a cross section in the shape of a quadrilateral, the side edges of which are vertical.




According to a second embodiment depicted in

FIG. 4

, the block


20


is formed of a sheet


22


which has a cross section in the shape of a quadrilateral and the side edges of which are parallel and inclined.




According to a third embodiment depicted in

FIG. 5

, the block


20


is formed of a sheet


23


which has a Ushaped cross section.




The side edges of the sheet


23


may be vertical or inclined.




The way in which the transverse member


10


is manufactured is discussed as follows.




First of all, the section piece


11


is formed with the desired cross section, such as, for example, in the form of a square, rectangular, round or trapezoidal section piece, and the block


20


is fastened to the internal face of each turned-down edge


13




a


and


13




b.


Next, the transverse member


10


is welded to the rest of the axle in exactly the same way as traditional transverse members.




As a preference, the elastomeric material of the block


20


has a Young's modulus of between 200 and 500 MPa.




Using the transverse member


10


according to the invention in a trailing-arm rear axle assembly, it is possible to reduce the wall thickness of the transverse member


10


and to obtain a mass saving of the order of 40% on this transverse member and more because it makes it possible to dispense with the anti-roll bar system.




The torsional inertia of the transverse member


10


can be adjusted very precisely by altering the width and/or thickness of the block


20


of elastomeric material as demonstrated hereinafter.




The assignee has carried out comparative tests to demonstrate the influence of the thickness, width, and shape of the block and of the means for fastening this block


20


on the mechanical characteristics of the transverse members


10


, such as, for example, the rigidity of the axle and the stresses in the transverse member


10


.




For these tests, the assignee used a Ushaped transverse member


10


as depicted in

FIG. 2

, the walls of which were 3 mm thick and had the following dimensions,




a: 60 mm




b: 60 mm




c: 30 mm.




The mechanical properties of the steel of the transverse member


10


and of the elastomer of the block were as follows:























Steel





Elastomer









Transverse





rubber









member





block































Young's modulus




210,000




MPa




350




MPa







Poisson's ratio




0.3





0.45








Density




7800




kg/m


2






600




kg/m


2

















During these tests, the assignee performed two types of modeling: shell modeling; and shell and volume modeling.




For shell modeling the two arms


1


and


2


, the two gusset plates


5


and


6


and the transverse member


10


were modeled as a shell. The block


20


of elastomeric material was modeled as shell element and was connected to the section piece


11


by screws.




For the shell and volume modeling, the two arms


1


and


2


, the two gusset plates


5


and


6


and the transverse member


10


were modelled as a shell and the block


20


of elastomeric material was modeled as volumetric element.




In what follows, the assignee sets out the results of these tests in the form of tables which, in particular, show the side-slip of the wheel and the “Von-Mises” stresses.




The side-slip of the wheel is a simulation of the side-slip of the, vehicle with an acceleration of 0.97 g in a bend. The side-slip is simulated by applying forces in the region of the wheel-road contact, the elastic couplings and the shock absorbers.




The stresses were calculated in two ways: first, by using a widened mesh in which each elemental area gave a stress value which is called the wide stress; and second, by using a finer mesh and more precise elemental area, which is called the point stress.




A—Shell Modeling




A1—Rectangular Block with Vertical Edges (FIG.


3


)




1a—Influence of the Thickness of the Block of Elastomeric Material




In this test, the assignee used a block of elastomeric material 197.6 mm wide and fastened to the transverse member


10


by two sets of seven screws 8 mm in diameter.




The results are presented in the table below:






















Stress on










transverse










member




Stress at


















Block




Wheel




Maximum




Maximum




metal/




Loading




Moment






thick-




side-




point




wide




elastomer




in




in






ness




slip




stress




stress




interface




screws




screws






mm




Mm




MPa




MPa




MPa




MPa




MPa




















15




120.1




608




406




10.6




1828




25,297






20




116.3




595




394




9.8




2248




26,932






25




113.1




584




384




9.3




2615




27,765






30




110.2




574




374




8.8




2939




28,384






35




107.5




585




365




9.3




2615




27,765






40




104.9




593




357




8.8




3478




28,843






45




102.3




599




351




8.0




3698




28,743














These results have been plotted on curves A


1


, A


2


and A


3


in

FIGS. 6

to


8


, respectively which depict:




in the case of FIG.


6


: the side-slip of the wheel as a function of the thickness of the block,




in the case of FIG.


7


: the point stresses in the transverse member as a function of the thickness of the block, and




in the case of FIG.


8


: the wide stresses in the transverse member as a function of the thickness of the block.




As shown by curves A


1


and A


3


, in

FIGS. 6 and 8

respectively, the rigidity of the axle and the value of the wide stress varies as a linear function of the thickness of the block of elastomeric material.




By contrast, the value of the point stress passes through a minimum for a block thickness of 30 mm before increasing again, as depicted in curve A


2


of FIG.


7


.




The maximum stresses generated in the transverse member are located in the vicinity of the screws that fasten the block of elastomeric material.




1b—Influence of the Number of Screws for Fastening the Block of Elastomeric Material




These tests were performed with an elastomer block 30 mm thick and 197.6 mm long. There were 14 screws in a first test and 6 in a second tests:




The results obtained are shown in the table below.






















Stress on










transverse










member




Stress at



















Wheel




Maximum




Maximum




metal/




Loading




Moment






Number




side-




point




wide




elastomer




in




in






of




slip




stress




stress




interface




screws




screws






screws




mm




Mpa




MPa




MPa




MPa




MPa




















2 × 7




110.2




574




374




8.8




2939




28,384






2 × 3




125.3




668




424




10.2




4250




37,170














These results demonstrate that the greater the number of screws for fastening the block of elastomeric material to the section piece of the transverse member, the more rigid the transverse member will be and the lower the stresses will be.




1c—Influence of the Width of the Block of Elastomeric Material




This test was performed with a block of elastomeric material 30 mm thick. The number of screws varied according to the size of the block—14 screws were used for a block 197.6 mm long, 10 screws were used for a block 141.2 mm long and 6 screws were used for a block 84.71 mm long.




The results are shown in the table below:






















Stress on










transverse










member




Stress at



















Wheel




Maximum




Maximum




metal/




Loading




Moment







side-




point




wide




elastomer




in




in






Width




slip




stress




stress




interface




screws




screws






mm




mm




MPa




MPa




MPa




MPa




MPa




















197.6




110.2




574




374




8.8




2939




28,384






141.2




118.9




604




402




10.4




3045




29,041






84.7




130.2




644




439




10.6




2582




27,355














This test demonstrated that the narrower the block of elastomeric material, the greater the increase in stress in the section piece of the transverse member and the more rigid this transverse member will be.




A2—Block with Inclined Edges (FIG.


4


)




2a—Influence of the Thickness of the Block of Elastomeric Material




This test was performed by varying the thickness of the block of elastomeric material for a constant width of 197.6 mm and with 14 fastening screws each 8 mm in diameter.




The results of this test are shown in the table below:






















Stress on










transverse










member




Stress at


















Block




Wheel




Maximum




Maximum




metal/




Loading




Moment






thick-




side-




point




wide




elastomer




in




in






ness




slip




stress




stress




interface




screws




screws






mm




mm




MPa




MPa




MPa




MPa




MPa




















15




116




588




395




10.1




1918




25,523






20




116.1




572




380




9.0




2197




24,317






25




107.7




558




367




8.4




2420




24,458






30




104.5




550




356




6.6




2606




24,248






35




101.2




561




346




7.5




2758




24,972






40




98.3




591




336




7.2




2885




23,294






45




95.5




571




332




6.9




2988




22,673














The results of this test have been plotted in

FIGS. 6

to


8


and give the curves A


4


, A


5


and A


6


respectively.




As shown by the curves A


4


and A


6


, in

FIGS. 6 and 8

respectively, the rigidity of the transverse member and the value of the wide stress vary as a linear function of the thickness of the block of elastomeric material. By contrast, the value of the point stress passes through a minimum for a block thickness of 30 mm before increasing, as depicted by curve A


5


in FIG.


7


.




The maximum stresses generated in the transverse member are located in the vicinity of the screws for fastening the block of elastomeric material.




2b—Influence of the Number of Screws for Fastening the Block of Elastomeric Material




This test was performed with a block of elastomeric material 30 mm thick and 197.6 mm long. In this test, the block was fastened to the section piece of the transverse member by 14 screws, 6 screws and 4 screws in turn.




The results of this test are shown in the table below:






















Stress on










transverse










member




Stress at



















Wheel




Maximum




Maximum




metal/




Loading




Moment






Number




side-




point




wide




elastomer




in




in






of




slip




stress




stress




interface




screws




screws






screws




mm




MPa




Mpa




MPa




MPa




MPa




















2 × 7




104.5




550




356




6.6




2606




24,248






2 × 3




115.6




616




394




8.7




5117




30,398






2 × 2




126.0




658




429




10




4077




31,868














This test showed that the higher the number of fastening screws, the more rigid the transverse member and the lower the stresses.




2c: Influence of the Width of the Block of Elastomeric Material




This test was performed with a block of elastomeric material 30 mm thick. The number of fastening screws varied according to the size of the block—14 screws were used for a block 197.6 mm wide, 10 screws were used for a block 141.2 mm wide and 6 screws were used for a block 84.71 mm wide.




The results of this test are shown in the table below:






















Stress on










transverse










member




Stress at



















Wheel




Maximum




Maximum




metal/




Loading




Moment







side-




point




wide




elastomer




in




in






Width




slip




stress




stress




interface




screws




screws






mm




mm




MPa




MPa




Mpa




MPa




MPa




















197.6




104.5




550




356




6.6




2606




24,248






141.2




113.9




583




388




8.8




2889




27,033






84.7




126.6




640




429




9.7




2798




29,884














This test demonstrated that the more the width of the block of elastomeric material was reduced, the more the stresses generated in the transverse member increased and the more rigid this transverse member was.




In general, the above mentioned tests demonstrated that, on the whole, the stresses and displacements, i.e. the side-slip of the wheel, were lower for a block with parallel and inclined side edges than for a block with straight side edges. Whether the side edges are inclined to the left or to the right had no influence on the results.




A3—U-shaped Block (FIG.


5


)




3a—Influence of the Thickness of the Block of Elastomeric Material




This test was performed by varying the thickness of the block of elastomeric material for a constant width of 197.6 mm. The number of screws was


14


, each of a diameter of 8 mm.




The results of this test are shown in the table below:






















Stress on










transverse










member




Stress at


















Block




Wheel




Maximum




Maximum




metal/




Loading




Moment






thick-




side-




point




wide




elastomer




in




in






ness




slip




stress




stress




interface




screws




screws






mm




mm




MPa




MPa




Mpa




MPa




MPa




















5




141.8




685




478




10.1




241




1213






10




136.6




666




461




9.2




609




2847






15




131.9




650




445




8.3




911




4108






20




127.1




631




431




7.7




1172




7755














The results of this test have been plotted in

FIGS. 6

to


8


respectively in which the curve A


7


represents the variation in wheel side-slip as a function of block thickness, the curve A


8


represents the point stress in the transverse member as a function of block thickness and the curve A


9


represents the wide stress in the transverse member as a function of block thickness.




These curves A


7


, A


8


and A


9


demonstrate that an increase in block thickness increases the wheel side-slip. Unlike the blocks previously tested, the value of the stress does not vary linearly.




3b—Influence of the Number of Screws for Fastening the Block of Elastomeric Material




This test was performed with a block of elastomeric material 10 mm thick and 197.6 mm long, fastened to the section piece of the transverse member using 14 and 6 screws respectively.




The results are shown in the table below:






















Stress on










transverse










member




Stress at



















Wheel




Maximum




Maximum




metal/




Loading




Moment






Number




side-




point




wide




elastomer




in




in






of




slip




stress




stress




interface




screws




screws






screws




mm




MPa




MPa




MPa




MPa




MPa




















2 × 7




136.6




666




461




9.2




609




2847






2 × 3




138.4




672




466




11




1191




5762














This test shows that the higher the number of fastening screws, the more rigid the transverse member will be.




This test also demonstrates that the use of a Ushaped block makes it possible to reduce the loading and moment on the screws compared with the blocks used in the previous tests.




3c—Influence of the Width of the Block of Elastomeric Material




This test was performed with a block of elastomeric material 10 mm thick. The number of fastening screws varied according to the size of the block—14 screws were used for a block 197.6 mm wide, 10 screws were used for a block 141.2 mm wide and 6 screws were used for a block 84.7 mm wide.




The results of this test are shown in the table below:






















Stress on










transverse










member




Stress at



















Wheel




Maximum




Maximum




metal/




Loading




Moment






Block




side-




point




wide




elastomer




in




in






width




slip




stress




stress




interface




screws




screws






mm




mm




MPa




MPa




MPa




MPa




MPa




















197.6




136.6




666




461




9.2




609




2847






141.2




139.7




677




471




9.2




508




3293






84.7




142.9




688




482




7.7




419




2787














This test demonstrates that, with a block of U-shaped cross section, the point stress and the wide stress increase as the block width decreases while the loading and moment on the screws decrease with a reduction in the width of the block of elastomeric material.




B—Shell and Volume Modeling




In the tests discussed below, the geometry, conditions and limits and the mechanical properties of the materials were identical to those of the shell-only version.




In these tests, the block of elastomeric material was bonded directly to the section piece of the transverse member and the three block geometries were retested.




B1: Influence of the Thickness of a Rectangular Block with Vertical Side Edges (FIG.


3


)




This test was performed with a block 197.6 mm wide and of varying thickness.




The results of this test are listed in the table below.





















Stress in









transverse









member




Stress at















Block




Wheel




Maximum




Maximum




metal/






thick-




side-




point




wide




elastomer






ness




slip




stress




stress




interface






mm




Mm




MPa




MPa




Mpa


















7.5




130.9




645




466




10.6






15




123.2




617




446




9.8






22.5




118.9




602




435




9.3






30




116.5




594




428




8.0






37.5




115.4




590




425




7.8














The results of these tests have been depicted in

FIGS. 9

,


10


and


11


which depict:




in the case of FIG.


9


: the side-slip of the wheel as a function of block thickness—curve B


1


,




in the case of FIG.


10


: the point stress in the transverse member as a function of block thickness—curve B


2


, and




in the case of FIG.


11


: the wide stress in the transverse member as a function of block thickness—curve B


3


.




The curves B


1


, B


2


and B


3


demonstrate, on the one hand, that the side-slip of the wheel decreases as the block thickness increases and, on the other hand, that the stresses in the transverse member and at the metal/elastomer interface also decrease as the thickness of the block of elastomeric material increases.




B2—Influence of the Thickness of the Block with Inclined Edges (FIG.


4


)




This test was performed by varying the thickness of the block of elastomeric material for a constant width of 197.6 mm.




The results of this test are shown in the table below:





















Stress in









transverse









member




Stress at















Block




Wheel




Maximum




Maximum




metal/






thick-




side-




point




wide




elastomer






ness




slip




stress




stress




interface






mm




mm




MPa




MPa




MPa


















7.5




130.9




642




511




10.6






15




123.2




614




444




9.8






22.5




118.9




599




432




9.5






30




116.5




590




425




8.8






37.5




115.4




586




422




8.6














Curves B


4


, B


5


and B


6


respectively show the change in the side-slip of the wheel and in the stress in the transverse member as a function of thickness, curve B


4


being coincident with curve B


1


. The difference in behavior between a block with vertical side edges and a block with inclined and parallel side edges is very small, as these curves show if a comparison with curves B


1


, B


2


and B


3


is made.




B3—U-shaped block (FIG.


5


)




This test was performed with a block 197.6 mm wide, varying the thickness of this block.




The results of this test are listed in the table below:





















Stress in









transverse









member




Stress at















Block




Wheel




Maximum




Maximum




metal/






thick-




side-




point




wide




elastomer






ness




slip




stress




stress




interface






mm




mm




MPa




MPa




MPa


















5




134.0




656




523




10.6






10




126.4




629




454




9.8






15




121.4




611




441




9.4






20




118.2




600




432




9.1














The results of this test are depicted in curves B


7


, B


8


and B


9


of

FIGS. 9

,


10


and


11


respectively and demonstrate that the difference in behavior of the transverse member between a block of quadrilateral-shaped cross section and a block of U-shaped cross section is very slight.




These tests demonstrate that the use of a block of elastomeric material to close the central part of the section piece of the transverse member makes it possible to considerably lower the stresses in the zone at the interface between the closed parts and the open parts of the section piece of which the transverse member consists.




The use of a block of elastomeric material makes it possible to obtain a stiffening of the transverse member. This stiffening increases with the rate of application of stress and a damping effect for the return to the neutral point. This effect increases the passive safety of the vehicle.




The torsional inertia of the transverse member according to the invention can be adjusted very precisely by varying the dimensions and/or the shape of the block of elastomeric material closing the central part of the section piece of the transverse member.




These tests also demonstrated that bonding the block of elastomeric material to the transverse member gave better results in terms of rigidity and stress than the screw-fastened solution.




Furthermore, of the three shapes of block, the Ushape gave the best results. Moreover, this shape is well suited to bonding the block of elastomeric material to the transverse member.




The transverse member according to the invention also has the advantage of being modular because its width can be adapted to suit the track of the vehicle.




To demonstrate the advantages of the transverse member according to the invention compared with a transverse member according to, the state of the art described in French Patent No. 2,745,240, the assignee performed tests on a transverse member according to this state of the art.




For this purpose, a transverse member


30


depicted in

FIG. 12

had a central zone


31


in which the cross section of this transverse member had a closed profile and two lateral zones


32


and


33


, respectively, in which Q the cross section of this transverse member


30


had an open profile.




The walls of this transverse member were 3 mm thick and the dimensions of the transverse member were as follows:




a: 60 mm




b: 60 mm




c: 30 mm




d: 60 mm




e: diameter 30 mm.




The dimensions a, b and c of the transverse member


30


were identical to the dimensions of the transverse member


10


according to the invention, and the mechanical properties of the steel were also identical.




The results obtained were as follows:




wheel side-slip: 86.2 mm




maximum point stress: 1280 MPa




maximum wide stress: 1280 MPa.




These results show that the stresses generated in a semiclosed transverse member are higher than those obtained in a transverse member according to this invention. The stresses lie in the region of the rounded portions between the open zones and, the closed central zone


31


, which is not the case with the transverse member


10


according to the invention.




Clearly, numerous modifications and variations of the present invention are possible in light of the above teachings. Thus, it is to be understood that, within the scope of the appended claims, the invention may be practiced otherwise than as specifically described herein.



Claims
  • 1. Transverse member for a motor vehicle rear axle assembly with trailing arms, comprising:a metal section piece having a continuous longitudinal opening extending along at least 80% of the length of the section piece; and a block of elastomeric material formed as a sheet fastened to the metal section piece at a position to close off a central part of the continuous longitudinal opening, said sheet having a cross section in a shape of a quadrilateral.
  • 2. Transverse member according to claim 1, wherein the sheet has a U-shaped cross section.
  • 3. Transverse member according to claim 1, wherein the sheet has vertical side edges.
  • 4. Transverse member according to claim 1, wherein the sheet has parallel and inclined side edges.
  • 5. Transverse member according to claim 1, wherein the elastomeric material of the sheet has a Young's modulus between 200 and 500 MPa.
Priority Claims (1)
Number Date Country Kind
98 10557 Aug 1998 FR
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Number Name Date Kind
3448995 Stallard et al. Jun 1969 A
3572799 Truesdell et al. Mar 1971 A
3626872 Cully Dec 1971 A
3842564 Brown Oct 1974 A
3843182 Walls et al. Oct 1974 A
4040640 Begg Aug 1977 A
4165098 Wagner Aug 1979 A
4165099 Wagner et al. Aug 1979 A
4386799 Molnar Jun 1983 A
4466636 Cornacchia et al. Aug 1984 A
4623164 Cassel et al. Nov 1986 A
4700796 Morlok et al. Oct 1987 A
4750757 Long Jun 1988 A
4790974 Perkins et al. Dec 1988 A
4951962 Tomida et al. Aug 1990 A
5118131 Manning Jun 1992 A
5215329 Santo Jun 1993 A
5215331 Pittman Jun 1993 A
5772192 Hoffmann Jun 1998 A
5855394 Horton et al. Jan 1999 A
5938869 Kaido et al. Aug 1999 A
6010155 Richart Jan 2000 A
6035087 Bonicel et al. Mar 2000 A
6113164 Setina Sep 2000 A
6300415 Okayama et al. Oct 2001 B1
Foreign Referenced Citations (1)
Number Date Country
2745240 Aug 1997 FR