CN115620530A - Automatic driving takeover risk assessment model considering driving risk field and construction method thereof - Google Patents

Automatic driving takeover risk assessment model considering driving risk field and construction method thereof Download PDF

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CN115620530A
CN115620530A CN202211137773.5A CN202211137773A CN115620530A CN 115620530 A CN115620530 A CN 115620530A CN 202211137773 A CN202211137773 A CN 202211137773A CN 115620530 A CN115620530 A CN 115620530A
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马艳丽
董方琦
秦钦
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Harbin Institute of Technology
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Abstract

The invention relates to a construction method of an automatic driving takeover risk assessment model considering a driving risk field, which comprises the following steps: step one, calculating a vehicle performance probability factor according to the response speed and the response degree of a vehicle to risks; step two, constructing a distance-based static risk distribution function; step three, constructing a dynamic risk distribution function based on the motion state; step four, considering the influence of the take-over reaction time, and calculating the field intensity of the driving risk field; and extracting data information from the vehicle and the interactive vehicle; step five, preprocessing the speed and acceleration data of the vehicle based on a Kalman filtering method; and step six, substituting the calibrated equivalent mass and various to-be-fixed constant coefficients into the automatic driving takeover risk assessment model to obtain the automatic driving takeover risk assessment model based on the driving risk field. The invention can improve the safety of the whole road network system and reduce the accident rate and the casualty rate caused by automatically driving vehicles.

Description

Automatic driving takeover risk assessment model considering driving risk field and construction method thereof
Technical Field
The invention belongs to the technical field of traffic safety, and particularly relates to an automatic driving takeover risk assessment model considering a driving risk field and a construction method thereof.
Background
When a vehicle in an automatic driving state faces dangerous and emergency road conditions beyond the capability range of the vehicle or is in a failure and fault state, a driver needs to perform emergency treatment to take over the vehicle in an emergency. Since the driver often engages in a secondary task unrelated to driving in the automatic driving state, the awareness and reaction to the traffic environment are reduced to various degrees, so that the risk response time of the driver in the automatic driving state is longer than that in the manual driving state, and traffic conflicts or accidents are easily caused.
The existing automatic driving takeover research is mainly developed aiming at the influence indexes and change rules of takeover performance, quantitative evaluation research on takeover risks needs to be further carried out, and the existing mainstream risk evaluation model is mainly aimed at non-automatic driving vehicles and the traditional following lane changing scene, so that the applicable driving scene is single. Therefore, from the perspective of vehicle dynamic parameters, considering driving risk field characteristics, an automatic driving takeover risk assessment model is urgently needed at present, and a method and technical support can be provided for takeover risk assessment and driving assistance system improvement under different driving environments.
Disclosure of Invention
The invention aims to solve the technical problems and further provides an automatic driving takeover risk assessment model considering a driving risk field and a construction method thereof.
The invention relates to a construction method of an automatic driving takeover risk assessment model considering a driving risk field, which comprises the following steps:
step one, calculating a vehicle performance probability factor according to the response speed and the response degree of a vehicle to risks;
step two, constructing a distance-based static risk distribution function;
step three, constructing a dynamic risk distribution function based on the motion state;
step four, considering the influence of the take-over reaction time, and calculating the field intensity of the driving risk field; and extracting data information from the vehicle and the interactive vehicle;
step five, preprocessing the speed and acceleration data of the vehicle based on a Kalman filtering method;
step six, calibrating the equivalent quality of the takeover risk evaluation model; calibrating each to-be-calibrated coefficient of the connecting pipe risk evaluation model; and substituting the calibrated equivalent mass and various to-be-fixed constant coefficients into the automatic driving takeover risk assessment model to obtain the automatic driving takeover risk assessment model based on the driving risk field.
In the first step, a calculation formula of the vehicle performance probability factor is as follows:
Figure BDA0003852086840000021
where ζ represents a coefficient of state of the vehicle, ζ =1 for a normal vehicle, and 0 for a faulty vehicle<ζ<1; c-the magnitude (N) of the depression of the brake pedal of the vehicle in the take-over process; c max -maximum value of the depression amplitude (N) of the brake pedal of the vehicle during take-over; z-the steering wheel angle (°) of the vehicle during take over; z max -maximum steering wheel angle (°) of the vehicle during take over; alpha is alpha 1 ,α 2 To be constant, α 1 >0,α 2 >0。
In the second step, the distance-based static risk distribution function calculation formula is as follows:
Figure BDA0003852086840000022
in the formula, M i -equivalent mass (kg) of the vehicle i; kappa-coefficient to be constant, kappa>0;d ji -the distance (m) between a point j in the road plane and the own vehicle i; gamma, the descent rate factor, can take the value of 1.
3. The method for constructing the risk assessment model taking over the automatic driving under consideration of the driving risk field according to claim 1, wherein in the third step, the dynamic risk distribution function calculation formula based on the motion state is as follows:
Figure BDA0003852086840000023
in the formula, M i -equivalent mass (kg) of the own vehicle i; a-resultant deceleration (m/s) of the own vehicle i during take-over 2 ) (ii) a Delta-the resultant deceleration reduction factor, delta>0, can take the value of 0.15; theta ij -the angle theta between the connecting line direction of the bicycle i and other traffic participants j in the driving risk field and the positive direction of the x axis in the pipe taking process ij ∈[0°,180°]。
In the fourth step, the calculation formula of the driving risk field intensity is as follows:
Figure BDA0003852086840000024
in the formula: s i The driving risk field intensity of the self vehicle i;
Figure BDA0003852086840000025
the dynamic risk distribution function generated by the traffic unit j at the self vehicle i in the takeover process;
Figure BDA0003852086840000026
the static risk distribution function generated by the traffic unit j at the self vehicle i in the takeover process; p is c -a vehicle performance probability factor; t is t i -take-over reaction time(s) of the vehicle i in the take-over process; lambda 1 -the dynamic risk distribution function accounts for weight; lambda 2 -the weight taken up by the static risk distribution function; Φ — undetermined constant coefficient;
the take over risk index is calculated as follows:
Figure BDA0003852086840000031
in the formula (I), the compound is shown in the specification,RISK i -take over risk index of own car i;
Figure BDA0003852086840000032
-an average value of the driving risk field strength;
substituting expressions (1) to (3) into expression (4) and combining expression (5) to obtain an automatic driving takeover risk evaluation model considering a driving risk field, wherein the automatic driving takeover risk evaluation model comprises the following steps:
Figure BDA0003852086840000033
5. the method for constructing the automatic driving takeover risk assessment model considering the driving risk field according to claim 1, wherein in the fourth step, the real-time coordinate position, the linear acceleration, the driving speed, the steering wheel angle, the brake pedal opening degree and the takeover reaction time of the driver of the vehicle are extracted; data information from and to the interactive vehicle including the type of interactive vehicle, real-time location coordinates, and speed of the vehicle.
In the fifth step, the specific algorithm flow is as follows:
(1) Calculating a state prediction value of a Kalman filtering algorithm:
Figure BDA0003852086840000034
in the formula (I), the compound is shown in the specification,
Figure BDA0003852086840000035
-observed variables of the speed and acceleration of the vehicle,
Figure BDA0003852086840000036
v r -speed of vehicle filtering (m/s); a is r -vehicle filtered acceleration (m/s) -2 ) (ii) a E-coefficient matrix of system prediction state equation; f-input control item matrix; g is the control quantity of the current state; kappa r -a priori predicting process noise in the process; xi r-1 Time of accelerationRate of change between (m/s) -3 );
The coefficient matrix E of the system prediction state equation, the input control item matrix F and the calculation formula of the control quantity G of the current state are shown as the formula:
Figure BDA0003852086840000037
where T is the inverse(s) of the data sampling frequency.
(2) Calculating a filter gain matrix
Assumption xi r-1 And kappa r All satisfy normal distribution, and the covariance is J and C, respectively, then the filter gain matrix is formula (9):
Figure BDA0003852086840000041
in the formula (I), the compound is shown in the specification,
Figure BDA0003852086840000042
-covariance matrix of a priori estimated errors (observations); f-input control item matrix; e-coefficient matrix of system prediction state equation; C-Process noise in Prior prediction Process κ r The covariance of (a).
(3) The covariance matrix of the a priori estimation errors (observations) is given by equation (3-23):
Figure BDA0003852086840000043
in the formula, F is the control item matrix of the input;
Figure BDA0003852086840000044
-observed variables of the speed and acceleration of the vehicle,
Figure BDA0003852086840000045
g is the control quantity of the current state; c-time rate of change xi of acceleration r-1 Assistant ofAnd (4) poor.
(4) The covariance matrix of the a posteriori estimation errors (predicted values) is given by equation (3-23):
Figure BDA0003852086840000046
wherein, K is an identity matrix; w r -a filter gain matrix; e-coefficient matrix of system prediction state equation;
Figure BDA0003852086840000047
-covariance matrix of a priori estimated errors (observations).
In the sixth step, the equivalent mass is calibrated based on the actual mass, type and speed of the vehicle, and the calculation formula is as follows:
M i =M(m i ,v i )=m i ·(ρ·v i u +χ) (12)
in the formula, m i -actual mass (kg) of the own vehicle i; v. of i -the speed of travel (m/s) of the own vehicle i; ρ, u, χ -undetermined constant coefficient.
In the sixth step, each to-be-constant coefficient of the takeover risk assessment model is calibrated by adopting a genetic algorithm, and the genetic parameters are configured as follows: setting the size and scale of a population to be 200; the crossover probability is 0.8; the mutation probability is 0.2, and the iteration times are 300.
The invention also relates to a model utilizing the construction method of the automatic driving takeover risk assessment model considering the driving risk field.
Advantageous effects
The method takes the quantitative evaluation of the risk existing in the take-over process of the L3-level automatic driving vehicle as a starting point, takes the driving risk field thought as a theoretical basis, introduces the vehicle performance probability factor and considers the influence of take-over reaction time by establishing a distance-based static risk distribution function and a motion state-based dynamic risk distribution function, and constructs the automatic driving take-over risk evaluation model considering the driving risk field.
The method and the system can provide theoretical basis and reference for the taking-over risk research and safety evaluation of the automatic driving vehicle under the intelligent traffic system, and also provide a new research idea for the taking-over strategy design of the automatic driving vehicle, thereby improving the safety of the whole road network system and reducing the accident rate and the casualty rate caused by the automatic driving vehicle.
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Fig. 1 is a flowchart of a method for constructing an automatic driving takeover risk assessment model in consideration of a driving risk field according to the present invention.
Detailed Description
The present embodiment will be specifically described below with reference to fig. 1.
The invention provides a construction method of an automatic driving takeover risk assessment model considering a driving risk field, which comprises the following steps:
the method comprises the following steps: the method comprises the steps of (1) introducing a vehicle performance probability factor by considering the response speed and the response degree of a vehicle to risks;
in the process of taking over during driving, the vehicle has two main ways of avoiding risks: braking and steering. The response speed and the response degree of the vehicle to the risk in the process of taking over are measured by the depression amplitude of the brake pedal and the steering wheel angle of the vehicle. The smaller the pressing amplitude of the brake pedal is, the lower the control degree of the driver on the vehicle is, and the more easily the collision danger is generated; the greater the steering wheel angle of the vehicle, the greater the likelihood that the driver will successfully bypass the obstacle when taking over. The calculation formula of the vehicle performance probability factor is as follows:
Figure BDA0003852086840000051
where ζ represents a coefficient of state of the vehicle, ζ =1 for a normal vehicle, and 0 for a faulty vehicle<ζ<1; c-the magnitude (N) of the depression of the brake pedal of the vehicle in the take-over process; c max -maximum value of the depression amplitude (N) of the brake pedal of the vehicle during take-over; z-the steering wheel angle (°) of the vehicle during take-over; z is a linear or branched member max -a maximum steering wheel angle (°) of the vehicle during take over; alpha is alpha 1 ,α 2 To be constant, α 1 >0,α 2 >0。
Step two: considering the distance between the vehicle and other traffic units in the taking over process, the variation trend of the distance and the equivalent mass of the vehicle, and constructing a distance-based static risk distribution function;
another factor that influences the risk of take-over is the distance between this and other traffic units and the trend of the distance change during take-over, due to the limitations of the driver's perception ability. In road traffic, the greater the distance from the driving risk field source, the smaller the probability of a collision accident, i.e., the weaker the field strength of the driving risk field generated by the field source. In a driving risk field, a distance-based static risk distribution function calculation formula is as follows:
Figure BDA0003852086840000061
in the formula, M i -equivalent mass (kg) of the own vehicle i; kappa-undetermined constant coefficient, kappa>0;d ji -the distance (m) between a point j in the road plane and the own vehicle i; gamma, the descent rate factor, can take the value of 1.
Step three: considering the motion states of the own vehicle and other surrounding traffic participants and the equivalent mass of the own vehicle in the takeover process, and constructing a dynamic risk distribution function based on the motion states;
the greater the moving speed of the own vehicle, the greater the field intensity generated by the traffic unit in a moving state around the own vehicle. When the vehicle encounters an obstacle to perform deceleration movement, the smaller the deceleration value is, the slower the speed change is, the poorer the braking effect is, and the higher the probability of a collision accident is. Further, the smaller the angle between the direction vector of the host vehicle directed to the surrounding traffic participants and the x-axis forward direction (defined as the road direction and coinciding with the direction in which the host vehicle is heading), the greater the risk of traveling. The dynamic risk distribution function calculation formula of the traffic unit based on the motion state in the take-over process is as follows:
Figure BDA0003852086840000062
in the formula, M i -equivalent mass (kg) of the vehicle i; a-resultant deceleration (m/s) of the own vehicle i during take-over 2 ) (ii) a Delta-the resultant deceleration reduction factor, delta>0, can take the value of 0.15; theta.theta. ij -the angle theta between the direction of the connection line of the vehicle i and the other traffic participants j in the driving risk field and the positive direction of the x axis in the taking over process ij ∈[0°,180°]。
Step four: introducing a vehicle performance probability factor to represent the probability of occurrence of a potential traffic accident caused by abnormal vehicle track in the takeover process, describing the distribution characteristics of the potential risk of the vehicle in the traffic scene in the driving takeover process by adopting a risk distribution function, and considering the influence of takeover reaction time, wherein the calculation formula of the driving risk field strength is as follows:
Figure BDA0003852086840000063
in the formula: s i The driving risk field intensity of the own vehicle i;
Figure BDA0003852086840000064
-a dynamic risk distribution function generated by the traffic unit j at the host vehicle i during take-over;
Figure BDA0003852086840000065
-a static risk distribution function generated by the traffic unit j at the host vehicle i during take-over; p c -a vehicle performance probability factor; t is t i -take-over reaction time(s) of the vehicle i in the take-over process; lambda [ alpha ] 1 -the dynamic risk distribution function accounts for weight; lambda [ alpha ] 2 -the weight taken up by the static risk distribution function; phi-undetermined constant coefficient.
The driving risk field intensity is an absolute index, the numerical variation range is large, and the risk in the process of taking over is difficult to effectively evaluate. Therefore, the index needs to be processed, and the relative index is defined as the "take-over risk index" so as to evaluate the risk in the take-over process. The larger the take-over risk index, the more likely the vehicle is to be at risk during take-over at that point. The take over risk index is calculated as follows:
Figure BDA0003852086840000071
in the formula, RISK i -take over risk index of own car i;
Figure BDA0003852086840000072
-average value of driving risk field strength.
Substituting expressions (1) to (3) into expression (4) and combining expression (5) to obtain an automatic driving takeover risk assessment model considering a driving risk field as follows:
Figure BDA0003852086840000073
step five: extracting data information from the vehicle and the interactive vehicle;
extracting real-time coordinate position, linear acceleration (x/y/z direction), driving speed, steering wheel angle, brake pedal opening and take-over reaction time of a driver of the vehicle so as to calculate deceleration, inverse collision time and driving risk field strength of a subsequent composite vehicle;
the type of interactive vehicle, the real-time position coordinates and the speed of the vehicle are extracted for subsequent calculation of the dynamic and static risk distribution functions.
Step six: preprocessing speed and acceleration data of the vehicle based on a Kalman filtering method;
the method is characterized in that the speed and the acceleration of a vehicle are processed in time by adopting a Kalman filtering algorithm, the Kalman filtering algorithm is an algorithm taking a state equation as a core, and the principle is to take the distribution condition of data at different time points into consideration and fuse the data. The standard kalman filter is divided into two aspects: the first is prior forecast, and the second is forecast and correction. The specific algorithm flow is as follows:
(1) Calculating a state prediction value of a Kalman filtering algorithm:
Figure BDA0003852086840000074
in the formula (I), the compound is shown in the specification,
Figure BDA0003852086840000075
-the observed variables of the speed and acceleration of the vehicle,
Figure BDA0003852086840000076
v r -the speed of vehicle filtering (m/s); a is a r -vehicle filtered acceleration (m/s) -2 ) (ii) a E-coefficient matrix of system prediction state equation; f-input control item matrix; g is the control quantity of the current state; kappa r -a priori predicting process noise in the process; xi r-1 Time rate of change of acceleration (m/s) -3 )。
The calculation formula of the coefficient matrix E of the system prediction state equation, the input control item matrix F and the control quantity G of the current state is shown as the formula (8):
Figure BDA0003852086840000081
where T is the inverse(s) of the data sampling frequency.
(2) Calculating a filter gain matrix
Assumption xi r-1 And kappa r All satisfy normal distribution, and the covariance is J and C, respectively, then the filter gain matrix is formula (3-21):
Figure BDA0003852086840000082
in the formula (I), the compound is shown in the specification,
Figure BDA0003852086840000083
-covariance matrix of a priori estimated errors (observations); f-input control item matrix; e-coefficient matrix of system prediction state equation; C-Process noise in Prior prediction Process κ r The covariance of (a).
(3) The covariance matrix of the a priori estimation errors (observations) is given by equation (3-23):
Figure BDA0003852086840000084
in the formula, F is the control item matrix of the input;
Figure BDA0003852086840000085
-observed variables of the speed and acceleration of the vehicle,
Figure BDA0003852086840000086
g is the control quantity of the current state; c-time rate of change xi of acceleration r-1 The covariance of (a).
(4) The covariance matrix of the a posteriori estimation error (predicted value) is the formula (3-23):
Figure BDA0003852086840000087
wherein, K is an identity matrix; w r -a filter gain matrix; e-coefficient matrix of system prediction state equation;
Figure BDA0003852086840000088
-covariance matrix of a priori estimated errors (observations).
Step seven: calibrating the equivalent quality of the takeover risk evaluation model;
the equivalent mass represents the risk of the vehicle attribute to the vehicle, and the larger the equivalent mass is, the greater the severity of the collision of the vehicle with other traffic participants. The equivalent mass is not only related to the actual mass of the vehicle, but also to its type and speed. Therefore, the equivalent mass is calibrated based on the actual mass, type and speed of the vehicle, and the calculation formula is as follows:
M i =M(m i ,v i )=m i ·(ρ·v i u +χ) (12)
in the formula, m i -actual mass (kg) of the vehicle i; v. of i -the speed of travel (m/s) of the host vehicle i; ρ, u, χ, undetermined constant coefficient.
Step eight: calibrating each to-be-calibrated coefficient of the connecting pipe risk evaluation model;
and (3) calibrating each to-be-calibrated coefficient of the take-over risk evaluation model by adopting a genetic algorithm, wherein the genetic parameters are configured as follows: setting the size and scale of a population to be 200; the crossover probability is 0.8; the mutation probability is 0.2, and the iteration times are 300.
Step nine: and (6) substituting the calibrated equivalent mass and various coefficients to be stabilized into a formula (6), thus obtaining the automatic driving takeover risk assessment model based on the driving risk field.
Examples
And selecting the root mean square error as an evaluation index, and verifying the effectiveness of the automatic driving takeover Risk evaluation model considering the driving Risk field by comparing the reciprocal of the collision time with the Risk value of the constructed model.
The reciprocal of the collision time is a common index for evaluating the driving risk of the vehicle, and is calculated as follows:
Figure BDA0003852086840000091
in the formula, TD i Inverse collision time(s) of the host vehicle i -1 );v i -the speed of travel (m/s) of the host vehicle i during braking; v. of j During braking, the speed of travel of the preceding vehicle j (m/s, v if the front is a stationary obstacle j =0);d ij -the distance (m) between the own vehicle i and the preceding vehicle j. And collecting related data by using a driving simulation method to verify the effectiveness.
The simulation scene is constructed based on SCANeR studio software, the road type is a straight line section of an urban expressway, the total length of the road section is 7.5km, the number of bidirectional 6 lanes is 6, and the weather condition and the road condition are good. The road speed limit is 90km/h, the traffic flow is set as a stable flow (15 pcu/km · ln) and is distributed uniformly, and the initial vehicle speed is set as 80km/h. When the experiment is started, the self-vehicle is in an automatic driving mode and runs in a middle lane, the taking-over request time is set to be 5s, and the taking-over request mode adopts a visual and auditory combined mode. 15 drivers were recruited as subjects, and takeover data of 15 groups of the tested drivers were obtained in total.
And filtering the acquired speed and acceleration data, wherein the speed and acceleration tracks after filtering are smoother and more uniform than the actual tracks before filtering, and the fitting degree of the speed and acceleration tracks with the actual tracks is higher.
Based on the data, all the coefficients to be calibrated in the model are calibrated, and the calibration results are shown in table 1.
TABLE 1 calibration result of undetermined constant coefficient in connection pipe risk evaluation model
Figure BDA0003852086840000101
Calculating the TD and RISK values and the mean value of 15 testees in the taking-over process, carrying out normalization processing on the mean values, and respectively calculating the root mean square error of the 15 testees to obtain that the root mean square error mean value of the RISK is 0.059 and the root mean square error mean value of the TD is 0.093, which shows that the RISK data is superior to the TD data in the aspect of representing the accuracy of RISKs, the error of the RISK data with the actual RISKs is smaller, the data fluctuation is more stable, and the reliability is higher. Therefore, the takeover risk assessment model has reliability in risk assessment, and can effectively assess the takeover risk of the driver.
The above-mentioned disclosure is only a preferred embodiment of the present invention, and is not intended to limit the embodiments of the present invention, and those skilled in the art can easily make various changes and modifications according to the main concept and spirit of the present invention, so the protection scope of the present invention shall be subject to the protection scope of the claims.

Claims (10)

1. A construction method of an automatic driving takeover risk assessment model considering a driving risk field is characterized by comprising the following steps:
step one, calculating a vehicle performance probability factor according to the response speed and the response degree of a vehicle to risks;
step two, constructing a static risk distribution function based on distance;
step three, constructing a dynamic risk distribution function based on the motion state;
step four, considering the influence of the reaction time of the connecting pipe, and calculating the field intensity of the driving risk field; and extracting data information from the vehicle and the interactive vehicle;
fifthly, preprocessing the speed and acceleration data of the vehicle based on a Kalman filtering method;
step six, calibrating the equivalent quality of the takeover risk assessment model; calibrating each to-be-calibrated coefficient of the connecting pipe risk evaluation model; and substituting the calibrated equivalent mass and various to-be-fixed constant coefficients into the automatic driving takeover risk assessment model to obtain the automatic driving takeover risk assessment model based on the driving risk field.
2. The method for constructing the automatic driving takeover risk assessment model considering the driving risk field according to claim 1, wherein in the first step, the calculation formula of the vehicle performance probability factor is as follows:
Figure FDA0003852086830000011
where ζ represents a coefficient of state of the vehicle, ζ =1 for a normal vehicle, and 0 for a faulty vehicle<ζ<1; c-the magnitude (N) of the depression of the brake pedal of the vehicle in the take-over process; c max -maximum value of the depression amplitude (N) of the brake pedal of the vehicle during take-over; z-the steering wheel angle (°) of the vehicle during take-over; z max -a maximum steering wheel angle (°) of the vehicle during take over; alpha (alpha) ("alpha") 1 ,α 2 To be constantCoefficient, α 1 >0,α 2 >0。
3. The method for constructing the automatic driving takeover risk assessment model considering the driving risk field according to claim 1, wherein in the second step, the distance-based static risk distribution function calculation formula is as follows:
Figure FDA0003852086830000012
in the formula, M i -equivalent mass (kg) of the vehicle i; kappa-undetermined constant coefficient, kappa>0;d ji -the distance (m) between a point j and the host vehicle i in the road plane; gamma, the descent rate factor, can take the value of 1.
4. The method for constructing the risk assessment model taking over the automatic driving under consideration of the driving risk field according to claim 1, wherein in the third step, the dynamic risk distribution function calculation formula based on the motion state is as follows:
Figure FDA0003852086830000021
in the formula, M i -equivalent mass (kg) of the vehicle i; a-resultant deceleration (m/s) of the own vehicle i during take-over 2 ) (ii) a Delta-the resultant deceleration reduction factor, delta>0, can take the value of 0.15; theta ij -the angle theta between the connecting line direction of the bicycle i and other traffic participants j in the driving risk field and the positive direction of the x axis in the pipe taking process ij ∈[0°,180°]。
5. The method for constructing the automatic driving takeover risk assessment model considering the driving risk field according to claim 1, wherein in the fourth step, the calculation formula of the field strength of the driving risk field is as follows:
Figure FDA0003852086830000022
in the formula: s. the i The driving risk field intensity of the own vehicle i;
Figure FDA0003852086830000023
-a dynamic risk distribution function generated by the traffic unit j at the host vehicle i during take-over;
Figure FDA0003852086830000024
-a static risk distribution function generated by the traffic unit j at the host vehicle i during take-over; p c -a vehicle performance probability factor; t is t i -take-over reaction time(s) of the host vehicle i in the take-over process; lambda [ alpha ] 1 -the dynamic risk distribution function accounts for weight; lambda [ alpha ] 2 -the weight taken up by the static risk distribution function; Φ — undetermined constant coefficient;
the take over risk index is calculated as follows:
Figure FDA0003852086830000025
in the formula, RISK i -take over risk index of own car i;
Figure FDA0003852086830000026
-an average value of the driving risk field strength;
substituting expressions (1) to (3) into expression (4) and combining expression (5) to obtain an automatic driving takeover risk assessment model considering a driving risk field as follows:
Figure FDA0003852086830000027
6. the method for constructing the automatic driving takeover risk assessment model considering the driving risk field according to claim 1, wherein in the fourth step, the real-time coordinate position, the linear acceleration, the driving speed, the steering wheel angle, the brake pedal opening degree and the takeover reaction time of the driver of the vehicle are extracted; data information from and to the interactive vehicle including the type of interactive vehicle, real-time location coordinates, and speed of the vehicle.
7. The method for constructing the automatic driving takeover risk assessment model considering the driving risk field according to claim 1, wherein in the fifth step, the specific algorithm flow is as follows:
(1) Calculating a state prediction value of a Kalman filtering algorithm:
Figure FDA0003852086830000031
in the formula (I), the compound is shown in the specification,
Figure FDA0003852086830000032
-observed variables of the speed and acceleration of the vehicle,
Figure FDA0003852086830000033
v r -speed of vehicle filtering (m/s); a is a r -vehicle filtered acceleration (m/s) -2 ) (ii) a E-coefficient matrix of system prediction state equation; f-input control item matrix; g-the control quantity of the current state; kappa r -a priori predicting process noise in the process; xi r-1 Time rate of change of acceleration (m/s) -3 );
The coefficient matrix E of the system prediction state equation, the input control term matrix F and the calculation formula of the control quantity G of the current state are shown as the formula (8):
Figure FDA0003852086830000034
where T is the inverse(s) of the data sampling frequency.
(2) Calculating a filter gain matrix
Assumption xi r-1 And kappa r All satisfy normal distribution, and the covariance is J and C, respectively, then the filter gain matrix is formula (9):
Figure FDA0003852086830000035
in the formula (I), the compound is shown in the specification,
Figure FDA0003852086830000036
-covariance matrix of a priori estimated errors (observations); f-matrix of control items entered; e-coefficient matrix of system prediction state equation; C-Process noise in Prior prediction Process κ r Of the measured data.
(3) The covariance matrix of the a priori estimation errors (observations) is given by equation (3-23):
Figure FDA0003852086830000037
in the formula, F is the control item matrix of the input;
Figure FDA0003852086830000038
-the observed variables of the speed and acceleration of the vehicle,
Figure FDA0003852086830000039
g is the control quantity of the current state; c-time rate of change xi of acceleration r-1 Of the measured data.
(4) The covariance matrix of the a posteriori estimation errors (predicted values) is given by equation (3-23):
Figure FDA00038520868300000310
wherein, K is an identity matrix; w r -a filter gain matrix; e- (E) -)-a coefficient matrix of the system prediction state equation;
Figure FDA0003852086830000041
-covariance matrix of a priori estimated errors (observations).
8. The method for constructing the risk assessment model of automatic driving takeover in consideration of the driving risk field according to claim 1, wherein in the sixth step, the equivalent mass is calibrated based on the actual mass, type and speed of the vehicle, and the calculation formula is as follows:
Figure FDA0003852086830000042
in the formula, m i -actual mass (kg) of the vehicle i; v. of i -the speed of travel (m/s) of the host vehicle i; ρ, u, χ, undetermined constant coefficient.
9. The method for constructing the automatic driving takeover risk assessment model considering the driving risk field according to claim 1, wherein in the sixth step, each undetermined constant coefficient of the takeover risk assessment model is calibrated by using a genetic algorithm, and the genetic parameters are configured as follows: setting the size and scale of a population to be 200; the crossover probability is 0.8; the mutation probability is 0.2, and the iteration times are 300.
10. A model for a method of constructing an automated driving takeover risk assessment model taking into account driving risk situations using any one of claims 1 to 9.
CN202211137773.5A 2022-09-19 2022-09-19 Automatic driving takeover risk assessment model considering driving risk field and construction method thereof Pending CN115620530A (en)

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