CN103183017A - Self-identifying, precise-modifying and continuous-control method for corresponding peak slip rate of pavement - Google Patents

Self-identifying, precise-modifying and continuous-control method for corresponding peak slip rate of pavement Download PDF

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CN103183017A
CN103183017A CN 201210011944 CN201210011944A CN103183017A CN 103183017 A CN103183017 A CN 103183017A CN 201210011944 CN201210011944 CN 201210011944 CN 201210011944 A CN201210011944 A CN 201210011944A CN 103183017 A CN103183017 A CN 103183017A
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value
slip rate
identifying
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road
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屠炳录
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Abstract

The invention relates to a self-identifying, precise-modifying and continuous-control method for corresponding peak slip rate of a pavement. The method comprises the following steps: performing road test to obtain actual peak slip rate of a level road to serve as a comparison value; performing test to obtain the difference SB and the modification value SC of the deceleration value S of the level road and the deceleration value SD of a slope; applying the reactive force -F of the pavement brake force F to a sliding piece to generate an initial sliding signal S' to be immediately changed into pressure maintaining time to identify the level road or the slope; and modifying S' generated by the sliding piece into S to identify attachment coefficient identified by the brake process 1+X-X is equal to 1 or not equal to 1, precisely modifying S and performing value-fixing and value-maintaining output of the corresponding peak slip rate S0''.

Description

Road surface corresponding peak value slip rate self-identifying refine just with the Sustainable Control method
Road surface corresponding peak value slip rate self-identifying refine just with the Sustainable Control method, be applied to the ABS (Anti-lock Braking System) of self-propelled vehiclees such as automobile, motor bike, battery-driven car.
Existing ABS is to various road surfaces corresponding peak value slip rate S 0" identification, body speed of vehicle accurate mensuration and revise also and break through so that adhesion coefficient utilization ε still to locate ε 〉=0.75 be qualified level:
1, the data at home and abroad example is to straight control slip rate, particularly control corresponding peak value slip rate all think suitable difficulty or think to pluck carry as follows:
1) Japan's " Automobile Anti-lock Braking device ABS structure and principle " ABS Corporation compiles, and Lee translates towards green.China Machine Press 1995.9 editions:
1.1) be slip rate control suitable difficulty at the desired peak value in different road surfaces, therefore avoid ... (former order 17-24 is capable)
1.2) prior art also can't resolve prediction line bus or train route face peak value slip rate ... (the 42nd page of 14-15 is capable)
1.3) also there are not accurately to measure means of the speed of a motor vehicle ... (the 45th page 4-46 page or leaf preceding 2 is not capable)
1.4) slip rate of control is particular value, differs on various road surfaces that it is corresponding with peak value to establish a capital, and is impossible (the 48th page of 2-3 is capable) so want to measure exactly the margin of stability of wheel
2): China " automotive electronic technology and control system " He Yusheng chief editor.National Defense Industry Press, Beijing 1997.41 editions:
2.1) modified tone joint system when direct anti-block braking system of car with the slip rate amount of making comparisons is, its intractability is bigger, is unsuitable for engineering and uses, and generally all adopts the control system (the 84th page of 10-12 is capable) with the wheel speed amount of making comparisons
3) China " auto electronic control technology " Zhou Yunshan chief editor.China Machine Press, Beijing 2004.8 the 1st edition:
3.1): the control (logic control method) of the ABS of existing widespread use is not best control method, both at home and abroad all in the control method (108th page 10-12 capable) of research based on slip rate.
3.2) further shorten stopping distance and directional balance is conflicting, the no clear superiority of appreciiable road surface stopping distance and conventional brake device contrast is arranged, even do not have advantage (the 126th page of 1-7 reciprocal is capable)
3.3) do not have under the situation of breakthrough in sensor Technology of Vehicle Speed, logic control algorithm will generally adopt (the 86th page of 13-14 is capable)
(it is attached that above-mentioned former digest page or leaf decal is made the contrast file, for the substantive examination reference.)
2, do not recognize that drawing beginning slippage signal is the basis of directly controlling slip rate:
Wheel produces the relation of the real-time conditions of beginning slippage signal S ' and S ' and the speed of a motor vehicle on the road surface.
Produce the condition of S ':
Figure BSA00000658414100021
Wheel speed when producing S ' signal is exactly the speed of a motor vehicle reference value of calculating the beginning slip rate.
In the formula: the braking force of P-drg;
F-road surface braking force;
Figure BSA00000658414100022
-adhesive ability;
The Z-road surface is to the vertical counter-force of wheel;
Figure BSA00000658414100023
-adhesion value.
3, there is not breakthrough with the slip rate S of computer 0VWith actual slip rate S 0The identification of gap is arranged and revise difficulty.
S 0 V = V b - V 0 V b × 100 % - - - ( 2 )
During no slip rate: V b=ω r
In the formula: V b-the speed of a motor vehicle;
V 0-wheel speed;
ω-wheel spin velocity;
R-wheel effective rolling radius.
Produce the reason of gap: r is with tyre load (difference
Figure BSA00000658414100025
Different uphill/downhill act on front and back wheel has different loads to shift), the variation of tire pressure, tire temperature, treadwear degree etc. and changing, arbitrary one variation all can produce corresponding gap, add the gap that the speed of a motor vehicle can not accurately be measured again, it is bigger sometimes to close gap, so will inevitably influence actual effect.
Purpose of the present invention: control corresponding peak value slip rate, make the safety problem of the excessive or not enough sideslip of causing of braking force or stopping distance that ε<1 increases obtain initiatively solving.
Purpose of the present invention is realized by following method: at first actual slip rate S is tried on the road 0, S 0Method of calculating
S 0 = S A ′ - S A S A ′ × 100 % . - - - ( 3 )
In the formula: S ' A-wheel has the running distance of slippage;
S AThe running distance of-wheel pure rolling.
S 0Test method see embodiment 4.
The test method of value of sideslip b and method of calculating
Method of calculating:
b c 2 - a 2 - - - ( 4 )
The test method of b is seen embodiment 5.
Peak value slip rate S 0" definition
The road examination
Figure BSA00000658414100033
In the formula: Fmax-road surface maximum braking force (namely Close resistance);
F wThe wear resistance of-tire week fair wear amount Q;
S 0" Fmax does not have the peak value slip rate of sideslip again;
S T" peak value stopping distance (S TShould be the aviation value of reasonable test number).
The corresponding S in various road surfaces 0" the road method for testing undertaken by the definition of formula (5)
By cliding friction law and formula (1): wheel vertically produces>little sliding rate of 0, namely prove braking force P=road adherence
Figure BSA00000658414100041
Can realize ε=1, but can't round Realization S T", because: Fmax is adhesive ability
Figure BSA00000658414100042
(tyre surface of tire embeds the interlock resistance on uneven road surface) adds the wear resistance F of the even abrasion loss Q of tire Zhou Heli wClose resistance, Q value and frictional heating temperature are with S 0Increase and increase, increase with friction velocity.So different road surfaces, the speed of a motor vehicle have the reasonable value of different Fmax and corresponding S 0" and the S of ε=1 0" the peak value scope, with the S of level road road examination ε=1 0" be a reference value, test out uphill/downhill deceleration value (S D) with the gap (S of level road deceleration value S B) and correction (S C).
Level road
Figure BSA00000658414100043
Instant recognition principle: the fixing appropriate location onboard of deceleration/decel instrument, emergency braking, as long as the function of drg is normal, all can production (1)
Figure BSA00000658414100044
The time: the saddle of deceleration/decel instrument (2) is under the guiding of guide rail (1), and slip or friction of rolling are moved to the left, and overcome the elastic force P of spring (3) W, when-F and P wProduce miles of relative movement (S during balance 1) or (S 2) ...Brake off: saddle (2) is at P WEffect under get back to the right spacing, S value=0.Saddle miles of relative movement S is directly proportional with deceleration/decel.Because by
Figure BSA00000658414100045
Antagonistic force-F of F act on and produce S, so
Figure BSA00000658414100046
Produced simultaneously by F and-F, increase and decrease simultaneously, the synchroneity of Xiao Shiing is finished instant identification simultaneously
Figure BSA00000658414100047
Emergency braking acts on saddle (2) by-F and produces S ' signal and changes the dwell time immediately Calculate S 0VIdentify real-time all kinds of road surfaces earlier; As S 0V<S 0" super level road franchise and S are constant to be descending, as S 0V>S 0" super level road franchise and S are constant be go up a slope, as S 0V ≈S 0" and S is also stable be The level road of Bianing not is by instantaneous value S DDirectly be converted to S COr calculating S CRevise the S of uphill/downhill; The braking procedure foundation
Figure BSA000006584141000410
That set or calculate deceleration/decel slope calculates arbitrary moment S 0VIncrease and decrease is identified
Figure BSA000006584141000411
Increase and decrease: as S 0V, S changes in tolerance, be
Figure BSA000006584141000412
Not significant change is as S 0VIncrease super franchise and S also to become be from height
Figure BSA000006584141000413
Enter low
Figure BSA000006584141000414
As S 0VSubtract super franchise and S stable be from low
Figure BSA00000658414100051
Enter height
Figure BSA00000658414100052
Pressed by increase and decrease The time chien shih S 0"+S 0-S 0=S 0" or ≠ S 0" (be 1+X-X=1 or ≠ 1) identify ε=1 or ≠ 1, as 1+X-X ≠ when 1 surpassing franchise, corresponding corrections of the extent S value according to ≠ 1 namely transfers S to until difference that must 1+X-X ≠ 1 in franchise 0" the definite value value preserving output of value, electronic controller is according to the positive S of S ' self-identifying refine, S like this 0" and Sustainable Control S 0" automobile, motor bike, the battery-driven car ABS (Anti-lock Braking System) of output namely realize.Wheel speed by the wheel speed>opposite side of a side is identified braking in a turn.Because each wheel is originated in S ' generation
Figure BSA00000658414100054
Make a concerted effort-F, so according to the positive S of S ' refine, S " 0To front, rear, left and right wheel place difference
Figure BSA00000658414100055
Level road and uphill/downhill can both be suitable for.
With the application number of having announced: 201110123021.9 the contrast: augment from low
Figure BSA00000658414100056
Enter height
Figure BSA00000658414100057
Or from height
Figure BSA00000658414100058
Enter low The identification modification method, level road, uphill/downhill road, turning road are had more fully accurately identify, revise, Sustainable Control S 0" output.Make and generally believe Sustainable Control S 0" quite difficulty maybe can not become energy.
The present invention by following for example and embodiment and accompanying drawing be described further
Different road surfaces, the speed of a motor vehicle have different
Figure BSA000006584141000510
The reasonable value F that closes resistance MaxWith corresponding S 0":
Example 1: smooth ice road surface: interlock resistance and Q value are all more small, when friction temperature with S 0Be increased to the ice face and dissolve when water layer is arranged,
Figure BSA000006584141000511
Be corresponding reduction, directional balance variation, stopping distance S TIncrease, so S 0" critical value lower, so ice the road S 0" should selecting slightly,>0 microslip rate just can realize the S of peak performance ε=1 T";
Example 2: for interlock resistance and Q value bigger road surface all: friction temperature needs with S 0Be increased to a treadwear thing and dissolve from the powder shape and be the viscose glue shape, stick on the road surface, the roughness of tire, road contact surface is reduced,
Figure BSA000006584141000512
Reduce S TIncrease, tyre surface dissolves the S of critical value 0" far away>ice face dissolves the S of critical value 0", so S 0" critical value higher, should select higher S 0" realize the S of peak performance ε 〉=1 T";
Example 3, wet mud earth road pavement: slip rate reaches certain value, and the road surface will desaturation becomes the lubricant of mud pulpous state, makes
Figure BSA00000658414100061
Reduce S TIncrease, so S 0" critical value also different.
Above-mentioned 3 examples are exactly that different road surfaces have different S 0" properties example, there is its reasonable value Q (F on arbitrary road surface W) corresponding critical value S 0" and S T", the slip rate that surpasses critical value is more big, and directional balance is just more poor, goes out difference by formula (5) method test
Figure BSA00000658414100062
V bCritical value S 0" slope control S that just can the round Realization peak performance T".
Embodiment 1 is level road
Figure BSA00000658414100063
Instant recognition principle.
The dotted line right side is that antagonistic force-F of level road F acts on saddle (2) and produces among Fig. 1
Figure BSA00000658414100064
Figure BSA00000658414100065
Schematic diagram, the dotted line left side are that prior art is quoted figure.
Level road
Figure BSA00000658414100066
Instant recognition principle: emergency braking, as long as the function of drg is normal, all can production (1)
Figure BSA00000658414100067
The time: the saddle of deceleration/decel instrument (2) is under the guiding of guide rail (1), and slip or friction of rolling are moved to the left, and overcome the elastic force P of spring (3) W, when-F and P wProduce miles of relative movement (S during balance 1) or (S 2) ...Brake off: saddle (2) is at P WEffect under get back to the right spacing, S value=0.Saddle miles of relative movement S is directly proportional with deceleration/decel.Because by
Figure BSA00000658414100068
Antagonistic force-F of F act on and produce S, so
Figure BSA00000658414100069
The instant basis of characterization of level road deceleration value S:
Figure BSA000006584141000610
Application force and antagonistic force produce simultaneously, subtract simultaneously to increase, and the synchroneity of Xiao Shiing is identified simultaneously, and wherein the road surface braking force is directed force F; Saddle (2) overcomes elastic force P WBe moved to the left S 1Or S 2Be antagonistic force-F.
Among Fig. 1: (A) direction of arrow is the direction of directed force F, and (B) direction of arrow is the direction (direction of namely driving a vehicle) of antagonistic force-F, and-F is ratio value of drawing of F:
Namely-F/F (6)
Body speed of vehicle by
Figure BSA00000658414100071
-F acts on and produces S ' value and realize instant identification:
Figure BSA00000658414100072
∴-F=P W=s′ (8)
In the formula: G-complete vehicle weight (G=Z);
P w-saddle m is moved to the left S 1Or S 2-spring force of F and spring force balance;
S '-P with
Figure BSA00000658414100073
The beginning balance=-F and P wThe distance that beginning balanced signal saddle moves.
Instant V when producing S ' signal 0, be exactly the S of road surface calculating in real time 0VV bReference value, namely
S 0 V = V b - V 0 V b × 100 %
V according to instant reference value b, press
Figure BSA00000658414100075
The deceleration/decel slope of setting can calculate the S in arbitrary moment 0V
Guarantee that by F and the synchroneity of-F the instant wheel speed in S ' time does the instant identification of speed of a motor vehicle reference value, to various Uphill/downhill, left and right wheels place difference Road surface and brakeing during cornereing all are suitable for.
At this moment: S ' ≠ S; S ' ≠ S ";
S " is the correction of S '.
Because S ' is the value that results from before level road and uphill/downhill have the unidentified correction of gap, so S ' ≠ S;
" be to result from the peak value S that various road surfaces are revised through identification because of S 0" value, so S " is parity with or superiority over S.Because Fmax=peak value slip rate S 0"=maximum deceleration S "
Substitution formula (5) namely
Embodiment 2 is identification, test and modification methods of uphill/downhill deceleration value S and level road gap
Fig. 2 is gradient i and inclination of ramp conversion chart
45 ° of inclination of ramps, corresponding i are 100 °, the actual inclination of ramp of road is far away<and 45 °.
Groundwork: sloping road is because of partical gravity P iEffect, its S value and level road have gap (S B), wherein: upward slope can act on S has extra void to reduce than level road; Descending can act on S has extra increasing emptily to add than level road, and the increase and decrease of gap is directly proportional with gradient i.
i = h l × 100 - - - ( 10 )
In the formula: be that the slope is high (h), (t) be horizontal line length.
Fig. 3: be to go up a slope to act on the S value from solid line S CVoid is reduced to dotted line S DScheme drawing
Fig. 4: be that descending acts on the S value from solid line S CIncrease emptily and be added to dotted line S DScheme drawing
Gap (S B) with S and the S of level road 0" amount of making comparisons is identified and is revised:
The identification of going up a slope and the modification method of S value
If upward slope+i: gravity acts on the S value has extra void to reduce value for (S than level road B), the corresponding correction that should increase is S CExtra gap (S B) namely
S C-S D=S B (11)
S C=S D+S B
The test method of upward slope gap correction and definite
Press
Figure BSA00000658414100083
+ i, road examination or simulation bench teat: test out for example 5 ° ... 50 ° ... S DContrast level road S should increase correction S C, calculate, determine according to the test figures slope
Figure BSA00000658414100084
What different gradient was corresponding should increase correction S C1, S C2, formulate S DCorresponding S CThe increment correcting table make software, finish correction by electronic controller.
The recognition methods of going up a slope
Upward slope calculates S by formula (2) 0V>S 0" super level road franchise is identified:
Figure BSA00000658414100091
And S BVCorresponding increasing emptily add, when calculating S 0V>S 0" when super level road is set franchise, namely prove upward slope, S 0V>S 0" value more big, the gradient of upward slope is also more big, otherwise then more little, the self-identifying of Shang Poing is namely finished like this.
The modification method of the extra gap of going up a slope
When proving upward slope: instruction is pressed S increment correcting table directly S D1, S D2Be converted to corresponding S C1, S C2, the self-identifying of difference+i is namely finished from revising the S value like this.
The modification method of the identification of descending and S value
The recognition methods of descending
Descending calculates S by formula (2) 0V<S 0" super level road franchise is identified:
Descending-i: the component of gravity act on the S value than level road have extra increase emptily value added,
Figure BSA00000658414100092
Figure BSA00000658414100093
And S 0VVoid reduce, when calculating S 0V<S 0" when super level road is set franchise, namely prove descending, S 0V<S 0" value more big, downward grades is also more big.Otherwise: then more few, the self-identifying of descending is namely finished like this.
Setting the slope acts on the S value and the extra value of increasing emptily is arranged for S than level road B, the corresponding correction that should reduce is S C, extra gap S BThat is:
S D-S C=S B (12)
S C+S B=S D
The modification method of the extra gap of descending:
The correction of descending is opposite with upward slope, and when proving descending: instruction is pressed correcting table directly S D1, S D2Be converted to S C1, S C2, the self-identifying of difference-i is namely finished from revising the S value like this.
The test method of descending gap correction is with definite identical with upward slope.
Embodiment 3 is S of directly controlling ε=1 0" antilock braking method and ≠ 1 self-identifying are from modification method
The antilock braking method of straight control ε=1: the deceleration/decel instrument that the pouring weight miles of relative movement S of employing " self-recording formula brake instrument " principle is directly proportional with deceleration/decel, the fixing suitable position onboard of deceleration/decel instrument, the pouring weight of deceleration/decel instrument overcomes elastic force to move forward S is the deceleration/decel a reference value when braking with level road, different
Figure BSA00000658414100101
The forward pitch that the road surface is directly proportional when braking is from (S 1) or (S 2) ... import electronic controller (5) with electric signal, electronic controller (5) is namely according to real-time (S 1) or (S 2) ... signal with
Figure BSA00000658414100102
Or
Figure BSA00000658414100103
Sit in the right seat, press the S that the deceleration/decel slope of setting ε=1 calculated, controlled arbitrary moment 0", command pressure regulating control (4) is pressed S 0" required adjusting braking force:
Smart identification refine correction method is provided from modification method by the self-identifying of following ε ≠ 1
The self-identifying of level road ε ≠ 1 is from modification method: with various level roads by formula (5) definition test S 0" make a reference value 1 of slip rate, command pressure regulating control (4) is pressed the setting-up time supercharging, test S 0"+X (S 0) value namely transfers decompression-X (S to 0) value, the time of test determination+X-X respectively
Figure BSA00000658414100104
Again with
Figure BSA00000658414100105
Be a reference value of time, after arbitrary S value variate, definite value, undertaken by setting pitch time respectively
Figure BSA00000658414100106
The increase and decrease of time is pressed, checking S 0" corresponding increase and decrease X (S 0) whether value to identify the S definite value accurate, at this moment: as S 0"+S 0-S 0=S 0" namely
1+X-X=1(13)
Prove that namely real-time road surface is that level road, deceleration/decel are accurate from definite value S, after this namely changes S over to 0" definite value value preserving, the level road ABS (Anti-lock Braking System) that gets actual effect ε=1 namely realizes like this;
As 1+X-X ≠ 1 (14)
Namely illustrate S from definite value bigger than normal or less than normal poor>or<super ± franchise, should carry out corresponding increase and decrease S and revise, until 1+X-X=1 or ≠ 1 in franchise till, this ends: oneself ABS (Anti-lock Braking System) of revising the S value of self-identifying that proves level road ε ≠ 1 namely realizes;
As 1+X-X=1 but S 0<or>S 0" super ± during franchise, explanation is that braking force is bigger than normal or less than normal, should increase and decrease to press to revise, until S 0=S 0" or ≠ S 0" till in franchise, this ends: the braking force self-identifying that proves ε ≠ 1 realizes from revising namely;
From low
Figure BSA00000658414100111
Enter height
Figure BSA00000658414100112
The self-identifying of ε ≠ 1 is from revising from verification method
From low
Figure BSA00000658414100113
Enter height
Figure BSA00000658414100114
S0 must surpass '-' franchise: for example from
Figure BSA00000658414100115
Enter
Figure BSA00000658414100116
The time, meanwhile
Figure BSA00000658414100117
From
Figure BSA00000658414100119
Be increased to
Figure BSA000006584141001110
Figure BSA000006584141001111
But P still is in Corresponding controlling valu do not increase, so S also is in S 1The value position do not increase, at this moment: because P does not increase, so
Figure BSA000006584141001113
S 0<S 0" will inevitably surpass '-' franchise;
On the contrary: as S 0Not super franchise namely proves high and low
Figure BSA000006584141001114
Difference be within the negligible tolerance.
Characteristic identification and pressure regulation, correction: when calculating S 0<S 0" super franchise is namely instructed supercharging, in supercharging, as
Figure BSA000006584141001115
Figure BSA000006584141001116
Figure BSA000006584141001117
Proof has been located from low
Figure BSA000006584141001118
Enter height Process, should continue to be pressurized to and corresponding S ' occurs 7Namely transfer pressurize to, meanwhile: the instruction change over to by
Figure BSA000006584141001120
The deceleration/decel slope set of ε=1 calculate, control arbitrary moment
Figure BSA000006584141001121
Corresponding S 0" check and revise, so far from low
Figure BSA000006584141001122
Enter height
Figure BSA000006584141001123
Self-identifying, from pressure regulation, review one's lessons by oneself just corresponding S 0" namely finish;
Refine just and the checking: the S of this correction 0" with the S of real-time road surface ε=1 0" conform to? press the straight control S of level road again 0"+S 0-S 0Whether=S 0" amount of making comparisons is just being carried out essence identification, refine, until 1+X-X=1 or ≠ 1 in franchise till.
Like this from low
Figure BSA00000658414100121
Enter height
Figure BSA00000658414100122
The identification of the essence of ε ≠ 1, refine are verified to such an extent that the ABS (Anti-lock Braking System) of ε=1 namely realizes just, certainly;
From height
Figure BSA00000658414100123
Enter low
Figure BSA00000658414100124
The self-identifying of ε ≠ 1 is from revising from verification method
From height
Figure BSA00000658414100125
Enter low
Figure BSA00000658414100126
S0 must surpass '+' franchise: for example from
Figure BSA00000658414100127
Enter The time, meanwhile
Figure BSA00000658414100129
Namely from
Figure BSA000006584141001210
Figure BSA000006584141001211
Be reduced to
Figure BSA000006584141001212
Figure BSA000006584141001213
The S value also simultaneously with
Figure BSA000006584141001214
Reduce and automatically from S 7Be reduced to S 1, but P still locates
Figure BSA000006584141001215
Corresponding controlling valu do not reduce, at this moment: because P does not reduce, so
Figure BSA000006584141001216
S 0>S 0" will inevitably surpass '+' franchise;
On the contrary: as not super franchise, namely prove high and low
Figure BSA000006584141001217
The negligible tolerance in difference place within.
Characteristic identification and pressure regulation, correction:
Figure BSA000006584141001218
Figure BSA000006584141001219
Proof is located from height Enter low Process S ' occurs when S is reduced to 1The time, i.e. instruction is pressed
Figure BSA000006584141001222
Reduce pressure, meanwhile: the instruction change over to by
Figure BSA000006584141001223
The deceleration/decel slope set of ε=1 calculate, control arbitrary moment
Figure BSA000006584141001224
Corresponding S 0" check and revise, so far from height
Figure BSA000006584141001225
Enter low
Figure BSA000006584141001226
Self-identifying, from pressure regulation, review one's lessons by oneself just corresponding S 0" finish;
Refine just and the checking: the S of this adjustment 0" with the S of real-time road surface ε=1 0" conform to? press the straight control S of level road again 0"+S 0-S 0Whether=S 0" amount of making comparisons is just being carried out essence identification, refine, until 1+X-X=1 or ≠ 1 in franchise till.
Like this from height
Figure BSA000006584141001227
Enter low
Figure BSA000006584141001228
The identification of the essence of ε ≠ 1, refine are verified to such an extent that the ABS (Anti-lock Braking System) of ε=1 namely realizes just, certainly;
Left and right wheels place difference The self-identifying of road surface ε ≠ 1 is from revising from verification method
The identification on this road surface is identical with the uphill/downhill road of level road and level road respectively with modification method.
The identification of braking in a turn and pressure regulation
When producing S ' or S " time, the front and back wheel of both sides is if any the wheel speed of the wheel speed>opposite side of 1 side, and namely explanation is braking in a turn, and the difference of both sides wheel speed is more big, and Turning radius is more little, and the centnifugal force that acts on sideslip and hidden danger is also more big.
The peak value slip rate of braking in a turn
Figure BSA00000658414100131
Computing value: interior wheel>foreign steamer, answer through type (3) (4) (5) road to try to determine optimized scope.
When identification is braking in a turn, should be by turning to
Figure BSA00000658414100132
Come Fuel Pressure Regulator Control value preserving output, also can be exchanged into high frequency points and stop to control
Figure BSA00000658414100133
Value preserving output, the some frequency of stopping is determined by test.This penalty kick value preserving output also can be applicable to S " 0Value preserving output.
Embodiment 4 is pouring weight (saddle) the miles of relative movement application examples that are directly proportional with deceleration/decel:<self-recording formula brake instrument 〉.
Embodiment 5,6 is respectively by the application number of having announced: 201110123021.9 embodiment 1,2 provides.
Described value is constant in full is constant relatively, rather than absolute value is constant, and each controlling valu 1 all is approximate value, is index with the requirement that can realize the peak performance scope all.

Claims (7)

  1. The corresponding peak value slip rate in road surface self-identifying refine just with the Sustainable Control method, it is characterized in that first road tries out level road
    Figure FSA00000658414000011
    Corresponding peak value slip rate S 0" make a reference value; Test and the deceleration value S that derives the uphill/downhill different gradient DGap S with level road S B, answer correction S C, emergency braking acts on saddle (2) by antagonistic force-F of F and produces sliding signal S ' of beginning and change pressurize immediately
    Figure FSA00000658414000012
    Time Calculation S 0VIdentify real-time all kinds of road surfaces earlier: as S 0V ≈S 0" and S is also stable be
    Figure FSA00000658414000013
    Not the level road of Bianing, as S 0V<S 0" super level road franchise and S are constant to be descending, as S 0V>S 0" super level road franchise and S are constant to be to go up a slope, by instantaneous value S DDirectly be converted to S COr calculating S CRevise the S of uphill/downhill; The braking procedure foundation
    Figure FSA00000658414000014
    That set or calculate deceleration/decel slope calculates arbitrary moment S 0VIncrease and decrease is identified
    Figure FSA00000658414000015
    Increase and decrease: as S 0V, S changes in tolerance and is Not significant change is as S 0VIncrease super franchise and S also to become be from height
    Figure FSA00000658414000017
    Enter low
    Figure FSA00000658414000018
    As S 0VSubtract super franchise and S stable be from low
    Figure FSA00000658414000019
    Enter height
    Figure FSA000006584140000110
    Pressed by increase and decrease
    Figure FSA000006584140000111
    The time chien shih S 0"+S 0-S 0=S 0" or ≠ S 0" (be 1+X-X=1 or ≠ 1) identify ε=1 or ≠ 1, as 1+X-X ≠ when 1 surpassing franchise, corresponding corrections of the extent S value according to ≠ 1 namely transfers S to until difference that must 1+X-X ≠ 1 in franchise " 0The definite value value preserving output of value, electronic controller is according to the positive S of S ' self-identifying refine, S like this " 0With Sustainable Control S " 0Self-propelled vehicle ABS (Anti-lock Braking System) such as the automobile of output, motor bike, battery-driven car namely realize.
  2. 2. press the corresponding peak value slip rate self-identifying refine of claims 1 described road surface just with the Sustainable Control method, it is characterized in that according to S ' correction S, S " 0Also can be applicable to ABS (Anti-lock Braking System) performance S " 0With S " TTest, verify mutually and detect.
  3. 3. press the corresponding peak value slip rate self-identifying refine of claims 1 described road surface just with the Sustainable Control method, it is characterized in that signal S ' also can be applicable to register record traffic accident and whether in time carries out the time of origin of emergency braking and calculate, further improve precision that fix duty appoints and the efficient of processing accident.
  4. 4. press the corresponding peak value slip rate self-identifying refine of claims 1 described road surface just with the Sustainable Control method, it is characterized in that according to S ' correction S, S " 0Also can have opposite with the speed of a motor vehicle: the high S of the speed of a motor vehicle " 0The low S of low, the speed of a motor vehicle " 0High corresponding increase and decrease S " 0Automatic adjusting and control.
  5. 5. press the corresponding peak value slip rate self-identifying refine of claims 1 described road surface just with Sustainable Control method, the peak value slip rate of the braking that it is characterized in that also can corresponding test going off the curve
    Figure FSA00000658414000021
    Corresponding adjusting and control.
  6. 6. press the corresponding peak value slip rate self-identifying refine of claims 1 described road surface just with the Sustainable Control method, it is characterized in that producing the pressurization time that signal S ' also can transfer setting immediately to, according to this pressurization time S 0VSize variation identify difference
    Figure FSA00000658414000022
  7. 7. press the corresponding peak value slip rate self-identifying refine of claims 1 described road surface just with the Sustainable Control method, it is characterized in that according to S ' correction S, S " 0Also can change high frequency after the definite value presses change to control S " 0Value preserving output.
CN 201210011944 2012-01-02 2012-01-02 Self-identifying, precise-modifying and continuous-control method for corresponding peak slip rate of pavement Pending CN103183017A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103359092A (en) * 2012-09-10 2013-10-23 屠炳录 Self-recognition, accurate correction and continuous control method of road surface corresponding peak slip rate
CN103712726A (en) * 2013-12-20 2014-04-09 长春速建新技术开发有限公司 Outdoor parking force detection system
CN105389411A (en) * 2014-08-20 2016-03-09 屠炳录 Anti-lock braking method and auxiliary safety system combined method capable of achieving epsilon=1

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103359092A (en) * 2012-09-10 2013-10-23 屠炳录 Self-recognition, accurate correction and continuous control method of road surface corresponding peak slip rate
CN103712726A (en) * 2013-12-20 2014-04-09 长春速建新技术开发有限公司 Outdoor parking force detection system
CN105389411A (en) * 2014-08-20 2016-03-09 屠炳录 Anti-lock braking method and auxiliary safety system combined method capable of achieving epsilon=1

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