Patent Grant
7739905
The present invention relates to the estimation of the height of water in contact with a tire on a wet road travelled by a vehicle. It relates more particularly to calculating an estimate of a height of water based on measuring stresses in a tread of the tire of the vehicle.
It is in fact useful to be able to estimate a height of water present on a road in real time so as to better appreciate the onset of hydroplaning.
Hydroplaning is characterized by the momentary presence of an amount of water between the ground making up the road and that part of the tire tread in contact with the ground. In this case, the film formed by the presence of water prevents all or some of this contact—there is no longer grip and therefore no longer force transferred between the vehicle and the road.
A film of water forms between all or part of the tire tread in contact with the ground when the flow rate of water flowing between these two surfaces becomes greater than the flow rate of water that the features of the road pavement and that of the tire can remove. This saturation effect is dependent on the height of water present on the ground and the speed of the vehicle.
The consequences of hydroplaning, during an acceleration by application of a driving force, during a deceleration by application of a braking force or during a change in direction, are considerable and can involve a partial or complete loss of control of the vehicle. It is therefore of paramount importance when travelling on a wet surface to be able to anticipate the conditions for hydroplaning.
To the driver of the vehicle, no warning sign precedes the onset of partial or complete hydroplaning—the danger is sudden and cannot be foreseen.
In addition, the water height measurement is information that can be taken into account by the various electronic assistance devices used, for example, for controlling an antilock braking system (ABS) of the vehicle, antiskid regulation (ASR) of the driving wheels, and trajectory control (ESP) or other forms of control or monitoring, such as for example the monitoring of tire pressure. Such information, coupled for example with a measurement of tire grip, would enable the effectiveness of these devices to be greatly improved in real time.
It is known from U.S. Pat. No. 5,502,433 to detect hydroplaning, but no mention is made of taking into account or estimating the height of water on the ground of the road. That patent merely involves observing a hydroplaning phenomenon beneath the tire, without providing a way to quantify it or even to determine one of the parameters of the origin of this phenomenon.
In the following discussion, unless otherwise indicated, the following meanings generally apply:
One aspect of the invention is directed to a method of estimating the height of water (hw) that is present on wet ground of a road and that is in contact with a tread of a tire of a vehicle travelling on this wet ground, the tread of the tire being equipped with one or more sensors each capable of measuring a characteristic quantity of stresses that the tread undergoes locally when the tire is rolling on the ground. This method is characterized in that it includes the following steps:
The characteristic quantity is measured by the one or more sensors and may advantageously be characteristic of a compression experienced by the tread of the tire in a direction normal to a plane of the ground.
In this case, the step of determining an instantaneous value is such that:
The characteristic quantity measured by the one or more sensors may also be characteristic of a longitudinal shear experienced by the tire.
The step of determining an instantaneous value is then such that:
A sensor implanted in the tread can also measure both a characteristic quantity of a normal compression and a characteristic quantity of a longitudinal shear experienced by the tread.
An estimate of the instantaneous value (ΔL) is then advantageously a weighted average of estimates determined from signals corresponding to normal compression and signals corresponding to longitudinal shear.
Advantageously, the water height (hw) is determined from the instantaneous value (ΔL) using a chart.
Such a chart may be established experimentally by carrying out measurements of characteristic signals of compression or longitudinal shear of measurement blocks of the tread for various water heights, wherein the measurement blocks have sensors incorporated thereon or therein.
The water height (hw) may also be determined using the following equation:
where hw is the estimated water height, ΔL is the instantaneous value, and K is a constant associated with the tire.
The constant K may advantageously be estimated by the Koutny transition zone radius (RK), which is substantially constant for a given tire. Variations in belt curvature may be represented using a simple geometric model known as the Koutny model. The Koutny model utilizes three tangential circular arcs. One arc corresponds to a curvature in an upper part of the tire, and the other two arcs are identical to each other and correspond to a tire curvature when entering and leaving the contact area (i.e., the apparent area of contact). Knowing the length of the contact path and the invariable length of the belt, this model can be used to calculate RK. The Koutny transition zone radius is well known to those skilled in the art in the field of tires.
Advantageously, the method according to an embodiment of the invention may be supplemented by estimating a degree of hydroplaning from the water height (hw) and from a speed of the vehicle. This estimate is advantageously obtained from an experimental chart connecting a quantity 1−S/S0 at the speed for various water heights, in which:
Another aspect of the invention is directed to a device for estimating a height of water (hw) that is present on wet ground of a road and that is in contact with a tread of a tire of a vehicle travelling on this wet ground. The device includes:
This device is characterized in that it includes, in the processing unit, a program for implementing a method according to an embodiment of the invention, such as the method described above, on the basis of the extracted signal portion.
The invention will be more clearly understood upon reading the following description and upon examining the drawings that accompany it. These drawings have been given merely by way of example illustrations and in no way do they limit the claimed invention.
The figures in the drawings show:
The outer surface of the tread 2 of the tire 1 is not smooth but usually includes a number of longitudinal grooves 4 and transversal or substantially transversal grooves for facilitating water evacuation on a wet road. The longitudinal and transversal grooves define blocks of rubber that come into contact with the road surface and correspond to a pattern of the tread of the tire 1. In
Some of the blocks 3 include a stress sensor 5 (or a sensor for sensing another equivalent quantity). What is thus obtained is a measurement block. The sensor 5 is implanted into a base of the measurement block 3 and above reinforcing plies 6 of the tire's structure. It is desirable to place the sensor 5 in a volume of the tire rubber that does not undergo wear during the lifetime of the tire. In this way, measurements are possible throughout the lifetime of the tire. According to an embodiment of the invention, the sensors measuring the stresses are preferably placed in or on blocks 3 located at the center of the tire width along the y-axis of
An objective of the sensors is to enable the measurement of a stress (or a force) experienced by the tire tread 2 or, according to a variant, a displacement or even a strain of this tread 2.
The sensors used 5 may operate according to various technologies—they may be piezoelectric or piezoresistive gauges or capacitors. Thus, it is possible for example to combine a Hall-effect sensor with a magnetic element, the whole assembly being embedded in the rubber of the tire. For more details about the technologies employed for these sensors, the reader may refer to U.S. Pat. No. 6,666,079, which gives a description of the various stress sensors that may be used in a tire.
Those skilled in the art also know the various possible forms of transmission devices or means for transmitting a signal between a tire and a vehicle employing the tire. For this purpose, the reader may refer to European patent document EP-A-1 350 640, which illustrates in particular an antenna implanted in a tire. This antenna is positioned within the actual tread 2 of the tire and is linked via a cable to a sensor 5.
This antenna may be an electric field antenna of the quarter-wave type, or may be a frequency-modulation or amplitude-modulation type of antenna for transmitting a power signal. It is useful to point out here that a primary antenna fixed on the vehicle facing a secondary antenna placed in the tire also makes it possible, by an inductance effect, to transmit power from the primary antenna, for example connected to a battery of the vehicle, to the secondary antenna so as to deliver energy to the sensor 5. A microbattery inserted with the sensor 5 into a premoulded insert in the tread 2 may also provide this function.
In
Moreover, operation of the sensor 5 may take place via an electronic measurement circuit of an ASIC (application-specific integrated circuit) type, a supply system, such as that mentioned above, and a system for encoding measurements, all of these units operating before transmission of the measurements constituting the signal to be analyzed. The antenna 9 is connected to a microprocessor 9.1 of the processing unit 8 via an internal connection bus 10.
The processing unit 8 includes a program memory 11. A program stored in the memory 11 makes it possible, according to various program sections, to process the signals until information about a water height hw is obtained. Once the information has been obtained, via the connection bus 10, the information may be displayed on a display unit 12 placed inside the actual vehicle.
For example, the display unit 12 may take the form of a dial displaying relative and easily interpretable data. This is because intrinsic water height data may be of only limited significance to the driver of the vehicle. What is more important for the driver is to be aware of the water height so as therefore to regulate his speed, such as by reducing his speed or by adapting his type of driving, for example by driving more cautiously and less aggressively. The information may for example be in the form of a green zone indicating a low measured water height, an amber zone indicating a substantial water height hazardous to driving, or a red zone indicating a water height deemed to be critical.
The information about the water height hw may also be transmitted, additionally or only, to various active safety devices 12.1 present on the vehicle.
These safety devices 12.1 include an antilock braking system (ABS) and trajectory correction (ESP) or antiskid (ASR) devices. These devices 12.1 take into account, instantly and according to various criteria, a behaviour of the tire on the ground. It is therefore advantageous for these devices 12.1 to incorporate an additional criterion that takes the height of water on the ground into account.
These various active safety devices 12.1 may thus improve their sensitivity by taking into account the height of water hw present in front of and/or beneath the tire.
Thus, a linear deployment of one complete circumference, that is, one complete revolution of the under measurement on the ground, corresponds on the x-axis, in the current example, to 512 measurement points.
In
Curve 13 in
With the above definition, it is possible to estimate a length of the apparent contact area Aa, which in this case is also the direct contact area Ad, by a portion of the curve 13 indicated as Aa.
Curves 14, 15, and 16 were obtained experimentally for the same water height of 2 mm at speeds of 50, 60, and 70 km/h, respectively. These curves have a substantially different form from that of curve 13. Having normalized all the curves to a point where, to a rear of the apparent contact area, the stress passes through zero again, it may be seen that the apparent contact area Aa is substantially elongated at a start of the apparent contact area. This shows a first plateau, a height of which increases with increasing speed. It is possible to estimate that a length of this first plateau or an instantaneous value ΔL corresponds to a length of an indirect contact area Ai, that is, the area in which a water film lies between the tread and the ground. It may also be seen that the length of the direct contact area Ad is substantially reduced relative to that of curve 13.
To be able to estimate the length of the indirect contact area Ai, a method according to an embodiment of the invention determines the instantaneous value ΔL.
Thus, an elongation of the contact area ΔL is practically independent of the rolling speed of the tire. The presence of the first plateau for the signal of curve 14, as soon as the tire is rolling at a speed of for example 40 km/h, is due to the appearance of further stresses.
These further stresses are due to a height of water present just in front of the tire over its entire width, along the Y axis of the tread 2. This height of water thus has the effect of establishing an intermediate contact between the ground of the road and the tread 2 of the tire, before direct contact of a sensor with the ground of the road.
The stress is therefore always generated between the ground and the tread 2 of the tire but via the liquid element that the height of water forms. The first plateau obtained from the signal is therefore that of a sensor detecting a stress on the ground via the liquid element corresponding to this height of water. This signal therefore represents the resistance (hydrostatic pressure) offered by the water to the measurement block, which depends on the rolling speed according to P≈½ ρV2 (ρ being the density and V the rolling speed). At low speed, the height of water present does not have the effect of providing the same first plateau on the measured signal, because the entry of the sensor into the corresponding volume of water requires sufficient speed to create sufficient resistance or tension on the part of the liquid element, and consequently a significant stress.
Plotted in
At a low speed (8 km/h), curve 13a is very substantially identical to curve 13 obtained for a 2 mm water height. For higher vehicle speeds, in this case 30, 40, and 50 km/h, an elongation of the contact area ΔL on the road is again observed. These results are obtained for a used tire, strictly identical to that providing the results shown in
In the latter case, that is, for a water height of 8 mm, the elongation ΔL of the contact area is greater than that obtained for a water height of less than 2 mm. Also, in this case, it is observed that the elongation ΔL obtained for a water height of 8 mm does not depend, once detected thanks to a sufficient speed, on the rolling speed of the tire.
Its length is however greater, because the height of water present frontally is larger compared with the width of the tire tread.
Thus, the contact established by the presence of this liquid medium between the tread of the tire and the ground of the road is established higher up on the tire, and therefore contact occurs earlier. The sensor therefore enters earlier into a part corresponding to an apparent area of indirect contact (because this takes place via a water film) between the ground and the tread 2 of the tire 1. That part of the signal corresponding to an elongation ΔL of the contact area is therefore larger.
Then, starting from a measurement index close to 225, contact is again a direct contact between the ground and the tread, and the stress signals for curves 14a, 15a, and 16a are substantially identical to those obtained for curves 14, 15, and 16 of
The passage of a tread sensor or measurement block into the area of contact with the ground of the road therefore has two parts: a first part (Ai) corresponding to contact of the measurement block with the ground of the road, but via a liquid element corresponding to the height of water, which height it is desired to estimate, and a second part (Ad) corresponding to direct contact of the measurement block with the ground of the road.
In
Again at low speed, in this case 8 km/h, a stress signal obtained for curve 17 is similar or substantially similar to that obtained for a ground that is dry or that is wet but does not have a significant height of water. At the moment of contact of the measurement block 3, in which the stress sensor is located, with the ground, the shear stresses recorded become positive or driving stresses (oriented in the rolling direction), pass through a maximum 21, and then, during the remainder of the time the sensor or the measurement block is present in the area of contact with the ground, the shear stresses move towards negative or braking values, i.e., opposing the rolling direction of the tire. Finally, on leaving the contact area, the stresses experienced by the tread 2 are again substantially zero. This “S-shaped signal” corresponds to the conventional mechanics of a pneumatic tire tread in contact with the ground, well known to those skilled in the art.
For substantial speeds of 50, 60, and 70 km/h corresponding to curves 18, 19, and 20, respectively, there again appears the peak 21 corresponding to the same physical phenomenon, together with a first peak 21a called an anticipated peak, which is detected before the peak 21. This anticipated first peak 21a, of positive stress, is higher the greater the speed. For reasons similar to those mentioned above in the case of
Now, when the distance ΔL between the two peaks 21a and 21 of a given curve is measured, this distance ΔL is substantially identical for all the curves studied, namely 18, 19, and 20, respectively. As in the case of compressive stresses, this ΔL value is therefore independent of the tire rolling speed.
Thus the instantaneous value chosen, which is representative of the elongation of the contact area for both types (compressive and shear) of stresses, is the same, namely ΔL.
In
The reason for the elongation of the distance ΔL between the two longitudinal stress peaks is the same as that mentioned above in the case of
The first part of the contact area established between the longitudinal stress sensor and the ground, via the liquid medium corresponding to the height of water, is more measurable when the speed of the tire is high enough. This is because sufficient tension or pressure must be present, thanks to the speed between the tire and the ground, on the volume of water in question.
Thus, for the four curves studied in
Returning to the device of
Thus, the extraction of the part of the signal, for compressive stresses, corresponding to one or more sensors passing into the apparent contact area of the tread 2, consists in extracting the part of the signal when the sensor (or sensors) emits (or emit) a significant stress measurement signal, a duration of this part of the signal corresponding to a duration of a passage of the sensor(s) through the apparent contact area.
The memory 11 includes a data area 24, which contains data of a signal obtained for compressive stresses according to the axis z of
Using a subprogram 25, a comparison is then made between the data of the signal extracted by the program 23 and the data stored in the data area 24 so as to establish a difference in the duration of the passage of a sensor or sensors through the apparent contact area.
A computation section of the program 26, by a simple rule of three, calculates an instantaneous value 22 of an elongation of the contact area ΔL, with a number of measurements per rotation and the rolling speed being known.
To study the signal corresponding to shear stresses, a part of the signal is extracted for positive quantities greater than a significant threshold, for example a thousandth of a volt, in which case the subprogram 26 takes into account a duration of the presence of a sensor between two positive peak values of the signal received during a wheel rotation. Thus, in the same way as previously, the subprogram 26 directly calculates, knowing the number of sensor measurements on a wheel rotation and/or the running speed, the instantaneous value 22 ΔL corresponding to the value of the distance between two peaks.
This presence of water is defined as a water height hw and determines, along the circumference of the tire, two points, namely a first point 27 where the water comes into contact with the tire, but where the edge of the tire with the stress sensors (i.e., the measurement block(s)) is not yet in contact with the ground of the ground, and a second point 28 where the water is tangential both to the ground and to the tire, but where the tread 2 of the tire makes contact with the ground.
Between these two points, the curvature of the tire matches a radius well known to those skilled in the art, called a Koutny transition zone radius RK, but is substantially different from the radius of the tire, and takes into account the flattening of the tire in contact with the road, implying a different radius of curvature at entry into the contact area and at exit therefrom than in the upper part of the tire.
Taking an orthogonal projection of the first point 27 on the ground representing the road, a distance along the ground corresponding to the elongation ΔL of the contact area is then determined between this projection and the second point 28.
This elongation ΔL of the area of contact of the tread with the ground corresponds substantially to that measured by the sensors 5, via the liquid medium, and for sufficiently high speeds.
This geometric model provides a trigonometric relationship between ΔL and hw according to the formula:
and the formula:
A computer program 29 in the memory 11 of the processing unit 8 then determines, from this formula and from knowledge of the instantaneous value 22 ΔL, an estimate of the water height hw.
A computer program 30 is also used to determine an average value of the calculation of the water height obtained using the compressive stresses and, in addition, using the shear stresses, for example according to a strict average of the two items of information or according to a weighted average. This program 30 then makes it possible to improve the robustness of the calculation for estimating the water height.
The quantity S of the ratio defines the measured instantaneous direct contact area or surface between the tire tread and wet ground. The direct contact area corresponds to an area between the material of which the ground of the road is made and the material of which the tire tread is made, with no intermediate material, that is, without the presence of a film of water between the ground and that part of the tire tread rolling on the ground.
Thus, on a road having a certain height of water, this direct contact area is reduced when a film of water causing the onset of hydroplaning starts to occur.
The second quantity S0 defines the direct contact area or surface between the tire tread and the same road surface when dry or defines the contact area between the tire tread on wet ground but for a low vehicle speed.
This is because in the latter case, the low speed of the vehicle guarantees not only a low resistance of the water present in front of the tire or tires of the vehicle but makes it possible most particularly for the patterns on the tire tread to act over a longer period for evacuating the water between the tire and the ground and thus prevent the formation or the onset of formation of a water film.
The quantity S0 is therefore the maximum direct contact surface that the tire can develop on the road, irrespective of the speed and the water height.
The quantity 1−S/S0 is therefore zero in the absence of hydroplaning even with a height of water on the road, as well as in the case of low speeds between 0 and about 20 km/h, and is equal to 1 when there is complete hydroplaning beneath the tire.
This figure illustrates the very strong influence of the speed and the water height on the occurrence of hydroplaning. For a water height on the road of 2 mm (dotted curve), the 20% hydroplaning threshold is reached at a speed of 115 km/h, whereas this threshold is reached at 60 km/h for a water height of 8 mm (solid curve).
The hydroplaning phenomenology is thus correctly represented and characterized by the quantity 1−S/S0.
The invention is not limited to the examples described and shown, and various modifications may be made to them without departing from its scope as defined by the appended claims.
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