The present invention relates generally to the estimation of the road condition under a vehicle and, for example, to systems, methods, and computer program products for estimating the road condition under a vehicle.
Modern cars comprise electronic control systems as anti-lock-braking systems (ABS), dynamic stability systems, anti-spin systems and traction control systems. Besides these active control systems there also exist driver safety information systems as road friction indicators and sensor-free tyre pressure monitoring systems which present information about the driving condition to the driver.
All the above-mentioned systems benefit from the knowledge about the road surface condition under the vehicle. Several different techniques are used in the prior art to determine the road surface condition under a driving vehicle. One such technique is based on vertical accelerometers in a suspension system of a car. Another technique is based on level meters in the fuel tank of the car. Other techniques use special air mass flow sensors in the engine control unit.
The present invention relates to techniques for estimating the road condition which make use of the signals obtained from wheel speed sensors, e.g. the wheel speed sensors of standard anti-block braking systems. Using the signals from wheel speed sensors of ABS systems (and/or from the vehicle's internal CAN-bus) provides an economical way to road surface condition measurements since these ABS systems belong to the standard equipment of the majority of the cars and trucks sold today.
Such a system which is based on the signals of wheel speed sensors is for example disclosed in U.S. Pat. No. 5,566,090 which is directed to a method for detecting stretches of bad road directly from the raw data provided by an ABS sensor. The method uses the fact that stretches of bad road result in strong fluctuations of the wheel speeds of the car. Strong wheel speed fluctuations in turn result in large differences between successive segment times, where the segment time is the time the wheel needs to pass through associated angle segments. The disclosed method determines a stretch of bad road if the difference between successive segment times is greater than a pre-set limit value. This simple decision algorithm operates directly on the raw signals of the wheel speed sensor. The U.S. Pat. No. 4,837,727 discloses a method which is based on a similar decision algorithm.
EP 0 795 448 A2 discloses a road surface condition detection system which comprises a wheel speed sensor for detecting a wheel speed of at least one wheel to generate a wheel speed signal and a control unit which integrates the wheel speed signal for a predetermined period of time. The control unit determines a rough road surface condition when the integrated signal is above a predetermined threshold value and, otherwise, a normal road surface condition. Before the integration, the wheel speed signal is band-pass filtered in the frequency range of 10-15 Hz.
A first aspect of the invention is directed to a system for estimating the ground condition under a driving vehicle. The system comprises a wheel speed sensor for sensing a wheel speed signal which is indicative of the wheel speed of a vehicle's wheel driving over the ground and a first analyser unit coupled to said wheel speed sensor. The first analyser unit comprises a sensor imperfection estimation section which is designed to estimate a sensor imperfection signal from the wheel speed signal which is indicative of the sensor imperfection of the wheel speed sensor, a signal correction section which is designed to determine an imperfection-corrected sensor signal from the wheel speed signal and the sensor imperfection signal, and a ground condition estimation section which is designed to estimate a first estimation value indicative of the ground condition from the imperfection-corrected sensor signal.
Another aspect of the invention is directed to a method for estimating the ground condition under a driving vehicle, comprising the steps of:
A further aspect of the invention is directed to a computer program including program code for carrying out a method, when executed on a processing system, of estimating the ground condition under a driving vehicle, the method comprising the steps of:
Other features are inherent in the methods and systems disclosed or will become apparent to those skilled in the art from the following detailed description of embodiments and its accompanying drawings.
Embodiments of the invention will now be described, by way of example, and with reference to the accompanying drawings, in which:
Wheel Speed Sensor Imperfections
The sensor 7 may either generate a sensor signal whenever the sensor 7 detects a change of its environment, i.e. whenever a tooth 6 of the toothed wheel 5 enters or leaves the sensor region, or only when a tooth 6 enters (or alternatively leaves) the sensor region. In the example of
In more detail, the sensor 7 of the wheel speed sensor 4 internally generates an internal signal with two possible states, high and low (e.g., high indicating a covered sensor 7 and low indicating an uncovered sensor 7), which in turn triggers the output of a clock signal delivered from a timer unit (not shown), and outputs a data stream. The data stream comprises data samples in form of, for instance, a real or integer number t(n) which is representative of the time instance of the occurrence of a corresponding internal signal. The time span Δt(n)=t(n)−t(n−1) is defined as the duration of time between two successive internal signals. Thereby, n is an integer number which denotes the sample number, i.e. n=1 corresponds to the first sensor signal, n=2 to the second sensor signal, etc.
In
Thus, the occurrence of a sensor signal indicates that the rotary element 5 has rotated around an angle of α=2π/L, in the ideal case of no imperfection errors, and around an angle of α+δl, in the realistic case with imperfection errors. From these sensor signals representing time instances t(n) a corresponding wheel speed value ω(n) can be derived via the relation
wherein a high value of ω(n) indicates a fast rotating wheel and a low value of ω(n) is indicative of a slowly rotating wheel. Besides, an estimation value for the vehicle velocity can be obtained by relating the wheel speed ω(n) to the corresponding tire radius.
In the following embodiments, the values t(n), Δt(n) and ω(n), for simplification, are all denoted as wheel speed signals and are considered as originating from the wheel speed sensor 4.
For exemplification,
Below, further components of the system for estimating the road condition under a vehicle are explained in detail. It should however be noted that the subdivision of the components in sections and subsections has to be regarded as exemplary and not limiting. The subdivision is mainly used in order to increase the comprehensibility of the following embodiments. For the skilled person, this subdivision may also serve as a guideline for implementing the system. But, of course, other ways of structuring the system's functionality are also contemplable. Therefore, the subdivision according to the presented embodiments should be regarded as rather artificial and not as defining physical entities which can easily be distinguished within the final product.
Analyser Unit
In general, the analyser unit 8 provides an output signal (e.g. the first estimation value r(n)) which is indicative of the road condition under a wheel of the vehicle 1 on the basis of the received wheel speed signals (e.g. t(n) or ω(n)) of the associated wheel speed sensor 4. The output signal may for example be a binary signal which indicates a rough road condition with a logical one (true) and a normal road condition with a logical zero (false). The output signal could also be a real value, e.g. in the range from zero to one, whereby the value one indicates a maximal rough road condition, zero indicates an ideally smooth road condition and the intermediate values to indicate road conditions which lie in-between these two extremes.
A first embodiment of the analyser unit 8 shown in
It should be noted that the above structure represents only one particular embodiment of an analyser unit 8. A second embodiment of the analyser unit is described with reference to
Sensor Imperfection Estimation Section
As stated above, the sensor imperfection estimation section 9 estimates the sensor imperfections δl of the segmented rotary element 5 from the wheel speed signal t(n).
In one embodiment of the sensor imperfection estimation section 9, the estimated sensor imperfections {circumflex over (δ)}l are computed as weighted average values of sensor imperfection values y(n) of previous n−1 and current revolutions n of the rotary element 5.
A weighted average value may for example be obtained by a low pass filter which is implemented according to the following filter relation:
wherein (n mod L)+1 is the number of the segment 6 of the rotary element 5 which corresponds to the sample number n, {circumflex over (δ)}n mod L is the estimation value of the corresponding sensor imperfection, μ is a forgetting factor of the filter, t(n) and t(n−1) are consecutive values of the wheel speed signal, L is the total number of segments 6 of the rotary element 5 and TLAP(n) is the duration of a complete revolution of the rotary element 5.
Signal Correction Section
As stated above, the signal correction section provides an imperfection-corrected sensor signal ε(n) based on the wheel speed signal t(n) and the sensor imperfection signal {circumflex over (δ)}l. It is important to note, that the imperfection-corrected sensor signal ε(n) does not necessarily contain values which represent time instances or rotational speeds or similar quantities. It may also be any other artificial quantity which can appropriately represent an imperfection-corrected derivative of the wheel speed signal.
In one embodiment, the imperfection-corrected sensor signal ε(n) is obtained from the relation
ε(n)=y(n)−{circumflex over (δ)}(n mod L )+1 (Eq. 4)
wherein, as for the sensor imperfection estimation section 9 (cp. above),
wherein (n mod L)+1 is the number of the segment 6 of the rotary element 5 which corresponds to the sample number n, {circumflex over (δ)}(n mod L)+1 is the estimation value of the corresponding sensor imperfection, μ is a forgetting factor of the filter, t(n) and t(n−1) are consecutive values of the wheel speed signal, L is the total number of segments 6 of the rotary element 5 and TLAP(n) is the duration of a complete revolution of the rotary element 5. Of course, if this embodiment is implemented in combination with the embodiment of the sensor imperfection estimation section it is possible to use the sensor imperfection values y(n) computed in the sensor imperfection estimation section 9 (cf. Eq. 3) as input to Eq. 4.
Ground Condition Estimation Section and Subsection
As stated above, the ground condition estimation section 11 determines the output signal of the analyser unit 8 (e.g. a first estimation value αi(n)) which is indicative of the road condition under the particular wheel of the vehicle 1 with which the analyser unit 8 is associated.
Variance Estimation Section
In general, the variance estimation section 12 computes a variance (here e.g. r2(n)) on the basis of a fluctuating input signal (e.g. the imperfection-corrected sensor signal ε(n)). There are several ways of implementing the variance estimation section 12.
In
The embodiment of the variance estimation section 12 shown in
α(n)=Var(ε)=LP(ε2)−LP(ε)2, (Eq. 5)
wherein LP(ε) is a low pass filtered value of the imperfection-corrected sensor signal ε(n), and LP(ε2) is a low pass filtered value of the square ε2(n) of the imperfection-corrected sensor signal ε(n).
Here, the low pass filter 16 may be implemented according to the following filter relation:
LP:α(n+1)=(1−λ)α(n)+λε(n), (Eq. 6)
wherein α is an estimation value of the variance Var(ε), λ is a forgetting factor of the filter, and ε(n) is the imperfection-corrected sensor signal.
Signal Change Determination Section
The signal change determination section 14 in general detects signal changes in an input signal (e.g. α(n) or γ(n)) and to output a signal (e.g. CUSUMCounter(n)) which is indicative of changes in the input signal.
In
In a first embodiment, the signal change determination section 14 determines signal change values (CUSUMCounter(n)) according to the following relation:
CUSUMCounter(n+1)=min(max(CUSUMCounter(n)+α(n)−Drift,0),CounterLimit), (Eq. 7)
wherein α(n) is the variance obtained from the variance determination section, and Drift and CounterLimit are tuning parameters.
Decision Section
The decision section 15 compares input values (e.g. the signal change values CUSUMCounter(n)) with predefined threshold values in order to derive a decision on the road condition. In general, the decision section 15 is optional (its input value already contains enough information on the road condition, its output signal only helps to interpret the input signal more easily). For example, the decision section 15 may output a first signal indicating a rough road condition if the input value is higher than a threshold value, and a second signal indicating a normal road condition if the input value is lower than the threshold value. In order to avoid fluctuations of the output signal when the input signal is fluctuating in the vicinity of the one threshold value, the results of the decision section 15 are preferably based on more than one threshold value.
In the embodiment shown in
System for Estimating the Road Condition Under a Vehicle Having Four Wheels
The embodiment of
This embodiment can easily be adapted to any type of vehicle comprising an arbitrary number of sensor-equipped wheels. When a wheel speed signal t(n) is available for each wheel for example, then the estimation values derived thereof can be combined in a number of ways. Depending on the application, different types of tire combinations can be of interest. Some combinations of these are FL+RL to detect rough road left side, FR+RR to detect rough road right side or FR+FR+RL+RR to achieve high robustness.
Combination Section
The combination section 17 may for example be implemented by computing the average value of its input signals, e.g. of the first estimation values αi(n) provided from the first analyser units 8.
Other methods of implementing the combination of the signals are conceivable. Alternatives are for instance networks of series expansion type (neural networks, radial basis function networks, fuzzy networks, etc.), min-function compared to a threshold, max-function compared to a threshold, average value compared to a threshold, or all individual signals are compared to a threshold and the decision is then made by voting. Naturally, several of the above listed alternatives can be combined.
System for Estimating the Road Condition with Two Different Types of Analyser Units
The first analyser unit 8 is associated with the wheel speed sensor 4 and determines a first estimation value r1(n) which is indicative of the ground condition on the basis of the wheel speed signal t(n) received from the wheel speed sensor 4. Similarly to the first analyser unit 8, the second analyser unit 19 is associated with the wheel speed sensor 4 and determines a second estimation value r2(n) indicative of the ground condition on the basis of the wheel speed signal t(n) (respectively ω(n)) received from the wheel speed sensor 4.
A decision unit 18 determines a combined estimation value R(n) indicative of the ground condition on the basis of the first and second estimation values r1(n), r2(n) from the first and second analyser units 8, 19, respectively.
The first and the second analyser units 8,19 may be of a different type. In this case, slight differences in their properties can help to improve the performance of the system.
For instance, if a first estimation value r1(n) which is output from the first analyser unit 8 shows weaknesses in different driving situations then a combination with a second estimation value r2(n) which is output from the second analyser unit 19 may improve the detection performance. Of course, more than two analyser units can be combined.
An option is to group the signals according to their source of origin, especially if the different types of signals require different signal processing algorithms. Due to the different properties of the different types of signals they are processed using algorithms especially adapted to this signal. Two or several of the analyser units may be identical. To improve the algorithm even further quality measures can also be applied.
Second Analyser Unit
The second analyser unit 19 of the embodiment shown in
Further embodiments of the second analyser unit 19 are conceivable to compute the estimation value r(n). For example, a side-wise correlation may be utilized between the front (FL or FR) and the rear wheel (RL and RR, respectively) on the same side of the car 1. If the vehicle moves on a rough surface, then the correlation at a certain velocity dependant time delay will be higher. An estimation value r(n) can be obtained from the relations:
wherein k is the sample number. A nominal value of k can be computed with
where B is the distance between the front and rear axle, ν(n) is the velocity of the vehicle, and Ts is the sample period of ν. R(n,k) can then be computed in a neighborhood to kno min al. For more details on correlation analysis, reference is made to PCT/EP03/07282.
Alternatively, an axle-wise correlation between the left and the right side of the car 1 may be used to determine the estimation value r(n). For a front wheel driven car the relation
r(n)=ωFL(n)−ωFR(n)−[ω(n−1)−ωFR(n−1)]=:aFL(n)−aFR(n) (Eq. 10)
may for example be used. The estimation value r(n) is then compared to a pre-defined threshold to determine a rough road condition. Alternatively, the sum
of the variance of the quantities ai(n) defined in Eq. 10 or any linear combination of a subset of the four quantities can be used. In Eq. 11, Var is the variance of the quantity.
In another alternative embodiment of the second analyser unit 19, the analyser unit 19 monitors the highest Fourier frequency of the wheel speed signal according to the relation
The estimation value r(n) is then compared to a pre-defined threshold to determine a rough road condition.
Yet another alternative embodiment of the second analyser unit 19 can be based on the band pass filtered wheel speed signals and the slip variance parameter obtained from a wheel radius analysis (cf. PCT/EP03/07283) and/or a road friction analysis.
System for Estimating the Road Condition Under a Vehicle Having Four Wheels by Means of Two Different Types of Analyser Units
One first analyser unit 8 is associated with each of the wheels i=FL, FR, RL, RR wherein each first analyser unit 8 provides a first estimation value αi(n) indicative of the ground condition under the respective wheel.
A first combination section 17 combines the first estimation values αi(n) provided from each of the first analyser units 8 in order to obtain a combined first estimation value γ(n) indicative of the road condition under the vehicle. The combined first estimation value γ(n) is input to a signal change determination section 14 which determines signal change values CUSUMCounter(n) on the basis of the combined first estimation values γ(n) according to the following relation (cf. above):
CUSUMCounter(n+1)=min(max(CUSUMCounter(n)+γ(n)−Drift,0),CounterLimit),
wherein Drift and CounterLimit are tuning parameters.
One second analyser unit 19 is associated with each wheel i=FL, FR, RL, RR of the vehicle 1, wherein each second analyser unit 19 provides a second estimation value βi(n) indicative of the ground condition under the respective wheel.
A second combination section 17 combines the second estimation values βi(n) provided from each of the second analyser units 19 in order to obtain a combined second estimation value r2(n) indicative of the road condition under the vehicle.
An output combination section 22 finally combines the signal change values CUSUMCounter(n) and the second combined estimation values r2(n) in order to obtain a combined estimation value Ω(n) indicative of the road condition under the vehicle 1. For instance, it may simply multiply both values CUSUMCounter(n) and r2(n). Naturally, other signal combinations are conceivable (averaging, adding, etc.). The output combination section 22 may be implemented similar to the first and second combination sections 17 and 17′ as described above, in particular by a network of series expansion type (fuzzy or neural networks), designed (trained) is such a way that it outputs a value between 0 and 1, with 0 representing maximum smoothness and 1 representing maximum roughness. In general, all input values having for example values between 0 and 1 (such as αi(n), βi(n), γ(n), r2(n)) may be combined with each other according to the above procedure.
Optionally, a decision section 15 may be added in order to post-process the output signal Ω(n) of the output combination section 15. An appropriate embodiment of the decision section 15 is described above under the item “Decision section”.
Alternative Embodiment of the System for Estimating the Road Condition Under a Vehicle Having Four Wheels with Two Different Types of Analyser Units
Operation Results
a-e show operation results of the system corresponding to the embodiment of
In the diagram of
The diagram of
The diagram of
b and
The diagram of
The combined estimation value R(n) output from the decision unit 18 is shown in the diagram of
Computer Program
The embodiments of the computer program products with program code for performing the described methods include any machine-readable medium that is capable of storing or encoding the program code. The term “machine-readable medium” shall accordingly be taken to include, but not to be limited to, solid state memories, optical and magnetic storage media, and carrier wave signals. The program code may be machine code or another code which can be converted into machine code by compilation and/or interpretation, such as source code in a high-level programming language, such as C++, or in any other suitable imperative or functional programming language, or virtual-machine code. The computer program product may comprise a data carrier provided with the program code or other means devised to control or direct a data processing apparatus to perform the method in accordance with the description. A data processing apparatus running the method typically includes a central processing unit, data storage means and an I/O-interface for signals or parameter values.
Thus, a general purpose of the disclosed embodiments is to provide improved methods and products which enable to more accurately determine a rough road condition by means of wheel speed sensors which are in particular already existing within common vehicle electronic systems (antilock braking system and the like).
All publications and existing systems mentioned in this specification are herein incorporated by reference.
Although certain methods and products constructed in accordance with the teachings of the invention have been described herein, the scope of coverage of this patent is not limited thereto. On the contrary, this patent covers all embodiments of the teachings of the invention fairly falling within the scope of the appended claims either literally or under the doctrine of equivalents.
Filing Document | Filing Date | Country | Kind | 371c Date |
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PCT/EP04/00113 | 1/9/2004 | WO | 12/15/2006 |