CN109080661A - It is a kind of that fault detection method is ground based on the track wave of EEMD Energy-Entropy and WVD - Google Patents

It is a kind of that fault detection method is ground based on the track wave of EEMD Energy-Entropy and WVD Download PDF

Info

Publication number
CN109080661A
CN109080661A CN201810845238.2A CN201810845238A CN109080661A CN 109080661 A CN109080661 A CN 109080661A CN 201810845238 A CN201810845238 A CN 201810845238A CN 109080661 A CN109080661 A CN 109080661A
Authority
CN
China
Prior art keywords
signal
entropy
energy
eemd
wave
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201810845238.2A
Other languages
Chinese (zh)
Inventor
朱士友
龙静
杨玲芝
陶涛
徐胜运
杨毅
李兆新
邓军
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Guangzhou Metro Group Co Ltd
Original Assignee
Guangzhou Metro Group Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Guangzhou Metro Group Co Ltd filed Critical Guangzhou Metro Group Co Ltd
Priority to CN201810845238.2A priority Critical patent/CN109080661A/en
Publication of CN109080661A publication Critical patent/CN109080661A/en
Pending legal-status Critical Current

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B61RAILWAYS
    • B61KAUXILIARY EQUIPMENT SPECIALLY ADAPTED FOR RAILWAYS, NOT OTHERWISE PROVIDED FOR
    • B61K9/00Railway vehicle profile gauges; Detecting or indicating overheating of components; Apparatus on locomotives or cars to indicate bad track sections; General design of track recording vehicles
    • B61K9/08Measuring installations for surveying permanent way
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F2218/00Aspects of pattern recognition specially adapted for signal processing
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F2218/00Aspects of pattern recognition specially adapted for signal processing
    • G06F2218/02Preprocessing
    • G06F2218/04Denoising

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Measurement Of Mechanical Vibrations Or Ultrasonic Waves (AREA)

Abstract

The invention discloses a kind of track waves to grind fault detection method, is based on EEMD Energy-Entropy and WVD time frequency analysis, comprising the following steps: carries out EEMD decomposition to the initial acceleration signal of collected vehicle axle box vibration, obtains multiple IMF component signals;Calculate the EEMD energy of each IMF component signal and the signal gross energy of all IMF component signals;The EEMD Energy-Entropy of IMF component signal is calculated according to the EEMD Energy distribution of IMF component signal;Carry out track wave and grind fault diagnosis: by EEMD energy entropy compared with given threshold, if EEMD energy entropy is not less than given threshold, there is no waves to grind failure for track;If EEMD energy entropy is less than threshold value, there is wave mill failure at this time, then enter next step;WVD time frequency analysis is carried out to each IMF component signal respectively, and by the result linear superposition of WVD time frequency analysis, obtains the time-frequency figure of vibration signal;Location of fault is ground according to time-frequency figure positioning wave, and estimates the wave mill length of wave mill failure.The feature that the detection method is simple, real-time is good.

Description

It is a kind of that fault detection method is ground based on the track wave of EEMD Energy-Entropy and WVD
Technical field
The invention belongs to city underground rail deformation detections and safe early warning technical field, and in particular to one kind is based on EEMD The track wave of Energy-Entropy and WVD grind fault detection method.
Background technique
Rail traffic is recruited as the key one for solving urbanization transport development, is brought convenience for people's trip.City at present Rail traffic is just obtaining the support and propulsion of country energetically, and more and more cities start planning construction, and total kilometrage has reached 1000 kilometers.In a few years to be developed, the numerous city in China will all possess subway, the new development chapter of opening track traffic, China forms perfect trip transportation network, provides convenient and fast mode of transportation for city dweller.But track circuit is attended by simultaneously The lasting stream of people expanded and increase sharply, safety of urban transit problem is increasingly prominent to be come out.
Track is as the key component in the railway system, when vehicle is when operation, ensures vehicle safety row always The direction for sailing and guide train advance subjects whole weight of vehicle.Due to track and take turns between due to for a long time Rubbing action, cause raceway surface irregularity, abrasion even depressed phenomenon occur, and serious track irregularity will lead to Active force between wheel track sharply increases, and can not only generate serious wheel track noise, influences the riding comfort of train, and It will be greatly reduced the active time of train and rail system components, or even will cause driving accident.
At present the excessively inside and outside detection method to rail corrugation first is that inertia method is led to using the inertial reference of accelerometer It crosses and quadratic integral acquisition irregularity value is carried out to obtained large-scale rail inspection train axle box acceleration signal, such as: Britain RCA wave mill analysis vehicle, China's rail wave abrasion dynamic detection system RCIU-1 that Railmeasurement company develops etc.. The detection accuracy of this method can reach micron order, but its equipment cost is high, less adapts in track Daily Round Check.It is another The more common detection method of kind is straight ruler, such as HYGP-3 rail flatness measuring instrument.Its measuring principle is simple, but operates This large labor intensity and detection efficiency is low.
Summary of the invention
The present invention provides a kind of rail based on EEMD Energy-Entropy and WVD based on EEMD Energy-Entropy and WVD time frequency analysis Road wave grinds fault detection method, has the characteristics that method is simple, real-time is good.
In order to solve the above technical problems, the invention adopts the following technical scheme:
It is a kind of that fault detection method is ground based on the track wave of EEMD Energy-Entropy and WVD, when being based on EEMD Energy-Entropy and WVD Frequency analysis, comprising the following steps:
S1: EEMD decomposition is carried out to the initial acceleration signal of collected vehicle axle box vibration, obtains multiple IMF components Signal;
S2: the signal of the EEMD energy and multiple IMF component signals that calculate each IMF component signal is total Energy;
S3: the EEMD Energy-Entropy of IMF component signal is calculated according to the EEMD Energy distribution of IMF component signal;
S4: it carries out track wave and grinds fault diagnosis: by the EEMD energy entropy compared with given threshold, if the EEMD energy It measures entropy and is not less than the given threshold, that is, can determine that track, there is no waves to grind failure;If the EEMD energy entropy is less than institute Threshold value is stated, that is, can determine that track, there are waves to grind failure, then enters next step S5;
S5: carrying out WVD time frequency analysis each described IMF component signal respectively, and by the result line of WVD time frequency analysis Property superposition, obtain the time-frequency figure of vibration signal;
S6: grinding location of fault according to time-frequency figure positioning wave, and estimates the wave mill length of wave mill failure.
Further, step S1 specifically includes the following steps:
S11: to acceleration signal x0(t) the effective white Gaussian noise n of addition inj(t) decomposed signal y is obtainedj(t), specifically Formula are as follows:
yj(t)=x0(t)+k*nj(t) (j=1,2,3,4 ... n) (1)
Wherein, x0It (t) is initial acceleration signal, k is the amplitude coefficient of effective white Gaussian noise, and n is having for addition The total quantity of the white Gaussian noise of effect;
S12: by decomposed signal yj(t) it decomposes and obtains the jth group IMF phasesequence component c being made of m phasesequence componentji(t), Wherein, i=1,2,3,4 ... m, and m is the integer not less than 1;
Its specific decomposition step is as follows:
A: decomposed signal y is calculatedj(t) maximum and minimum point, and by decomposed signal yj(t) maximum point existing for It is fitted respectively with minimum point and respectively obtains coenvelope line yj(up)(t) and lower envelope line yj(low)(t);
Wherein, cubic spline interpolation refers to an a series of smooth curve by shape value points, mathematically by solving three Bending Moment Equations group obtains the process of curvilinear function group.
B: according to coenvelope line, lower envelope line computation average value curve mj(t), specific formula are as follows:
C: following one sequences h of formulas Extraction are utilizedj(t)
hj(t)=x0(t)-mj(t) (3)
If sequences hj(t) it is unsatisfactory for IMF condition, then decomposition step terminates, and enters step S13;
If sequences hj(t) meet IMF condition, then by the sequences hj(t) it is denoted as i-th of phasesequence component c of the j groupji(t), And enter next step d;
D: by the phasesequence component h of extractionji(t) from decomposed signal yj(t) in after removal, i.e., by (yj(t)-hji(t)) value Again it is assigned to yj(t) after, step a~c is repeated, new phasesequence component c is obtainedj(i+1)(t);
S13: as j < n, different effective white Gaussian noises is added to initial acceleration signal, and repeat the above steps S11~S12 can get the c of n group phasesequence component compositionji(t);
S14: the average value of the phasesequence component of every group of corresponding sequence in the n group phasesequence component is calculated, m decomposition can be obtained Mean valueThe decomposition mean value is the IMF component signal
Further, in step a, using using cubic spline interpolation to the maximum of decomposed signal and minimum into Row fitting.
Further, effective white Gaussian noise total quantity n is no less than 50.
Further, step S2 specifically includes the following steps:
S21: the energy value E of IMF component signal is calculated separately using following formulai
Wherein, AiIt (t) is the IMF component amplitude maximum value, ti-1It is the starting of IMF component, tiIt is IMF dwell time, m is The quantity of IMF component signal;
S22: signal total energy value is calculated.
Further, step S3 specifically includes the following steps:
S31: the energy value E of each IMF component signal is calculatediProbability in signal total energy value E;
S32: Probability p is utilizediCalculate the EEMD Energy-Entropy of the IMF component signal.
Further, step S5 specifically includes the following steps:
Obtain the IMF component signalInstantaneous auto-correlation function, and Fourier is done to the instantaneous auto-correlation function Transformation, obtains instantaneous time-frequency function WDi(t,ω);
By each WDi(t, ω) carries out linear superposition, obtains the WVD time-frequency figure WD (t, ω) of signal x (t).
Further, step S6 medium wave mill position and wave mill length can be determined according to such as under type:
According to the frequency concentrated area in time-frequency figure, positioning track wave grinds the specific location of failure;And according to time-frequency figure Area estimation has the wavelength of wave mill failure in frequency set.
Compared with prior art, the invention has the benefit that
It is of the invention that fault detection method is ground based on the track wave of EEMD Energy-Entropy and WVD, based on EEMD Energy-Entropy and WVD time frequency analysis can quickly position wave mill abort situation fastly, and estimate the wave mill length of wave mill failure, judge wave mill event The severity of barrier is safeguarded so as to preferably grind failure according to wave.The track wave based on EEMD Energy-Entropy and WVD The real-time of mill fault detection method is good, detection efficiency is high, easy to operate, is suitble to track maintenance repair.
Detailed description of the invention
Technology of the invention is described in further detail with reference to the accompanying drawings and detailed description:
Fig. 1 is the flow chart of the present invention that fault detection method is ground based on the track wave of EEMD Energy-Entropy and WVD;
Fig. 2 is that the present invention emulates to obtain 50mm wavelength 0.04mm depth of convolution axle box vibration acceleration signal by SIMPACK;
Fig. 3 is that 50mm wavelength 0.04mm depth of convolution EEMD of the present invention decomposes IMF component energy distribution map;
Fig. 4 is that 50mm wavelength 0.04mm depth of convolution EEMD decomposes IMF component energy entropy distribution map;
Fig. 5 is 50mm wavelength 0.04mm depth of convolution signal time-frequency figure of the present invention;
Fig. 6 is 50mm wavelength 0.04mm depth of convolution signal time-frequency amplitude figure of the present invention.
Specific embodiment
Hereinafter, preferred embodiments of the present invention will be described with reference to the accompanying drawings, it should be understood that preferred reality described herein Apply example only for the purpose of illustrating and explaining the present invention and is not intended to limit the present invention.
Fault detection method is ground based on the track wave of EEMD Energy-Entropy and WVD the invention discloses a kind of, such as Fig. 1-figure institute Show, be based on EEMD Energy-Entropy and WVD time frequency analysis, comprising the following steps:
S1: carrying out EEMD decomposition to the initial acceleration signal (abbreviation vibration signal) of collected vehicle axle box vibration, Obtain multiple IMF component signals;Wherein, it before carrying out EEMD decomposition to initial acceleration signal, needs first to the acceleration of acquisition Signal is filtered.
Multiple IMF component signals can be specifically obtained by following steps:
S11: to acceleration signal x0(t) the effective white Gaussian noise n of addition inj(t) decomposed signal y is obtainedj(t), specifically Formula are as follows:
yj(t)=x0(t)+k*nj(t) (j=1,2,3,4 ... n) (1)
Wherein, x0It (t) is initial acceleration signal, k is the amplitude coefficient of effective white Gaussian noise, and n is having for addition The total quantity of the white Gaussian noise of effect, it is preferred that n is not less than 50.
S12: by decomposed signal yj(t) it decomposes and obtains the jth group IMF phasesequence component c being made of m phasesequence componentji(t), Wherein, i=1,2,3,4 ... m, and m is the integer not less than 1;
Its specific decomposition step is as follows:
A: decomposed signal y is calculatedj(t) maximum and minimum point, and use cubic spline interpolation by decomposed signal yj (t) maximum point and minimum point existing for are fitted respectively respectively obtains coenvelope line yj(up)(t) and lower envelope line yj(low)(t);
Wherein, cubic spline interpolation refers to an a series of smooth curve by shape value points, mathematically by solving three Bending Moment Equations group obtains the process of curvilinear function group.
B: according to coenvelope line, lower envelope line computation average value curve mj(t), specific formula are as follows:
C: following one sequences h of formulas Extraction are utilizedj(t)
hj(t)=x0(t)-mj(t) (3)
If sequences hj(t) it is unsatisfactory for IMF condition, then decomposition step terminates, and enters step S13;
If sequences hj(t) meet IMF condition, then by the sequences hj(t) it is denoted as i-th of phasesequence component c of the j groupji(t), And enter next step d;
D: by the phasesequence component h of extractionji(t) from decomposed signal yj(t) in after removal, i.e., by (yj(t)-hji(t)) value Again it is assigned to yj(t) after, step a~c is repeated, new phasesequence component c is obtainedj(i+1)(t);
S13: as j < n, different effective white Gaussian noises is added to initial acceleration signal, and repeat the above steps S11~S12 can get the c of n group phasesequence component compositionji(t);
S14: the average value of the phasesequence component of every group of corresponding sequence in the n group phasesequence component is calculated, m decomposition can be obtained Mean valueThe decomposition mean value is the IMF component signal
In above-mentioned steps S11, the selection process of effective white Gaussian noise are as follows:
1) to initial acceleration signal x0(t) an arbitrary white Gaussian noise n is added ina(t) decomposed signal y is obtaineda (t);
2) decomposed signal y is calculateda(t) maximum and minimum point, and use cubic spline interpolation by decomposed signal yj (t) maximum point and minimum point existing for are fitted respectively respectively obtains coenvelope line ya(up)(t) and lower envelope line ya(low)(t);
3) according to coenvelope line, lower envelope line computation average value curve ma(t);
4) first sequences h is extracteda(t), wherein ha(t)=x0(t)-ma(t);
If sequences ha(t) it is unsatisfactory for IMF condition, the white Gaussian noise of the addition is invalid white Gaussian noise, need to be to initial Acceleration signal adds new white Gaussian noise again, and is returned to step 1) and re-starts judgement;
If sequences ha(t) meet IMF condition, the white Gaussian noise added at this time is then an effective white Gaussian noise.
S2: the signal of the EEMD energy and multiple IMF component signals that calculate each IMF component signal is total Energy;
Specifically includes the following steps:
S21: the EEMD energy value E of each IMF component signal of integral calculationi, specific formula is as follows:
Wherein, AiIt (t) is the IMF component amplitude maximum value, ti-1It is the starting of IMF component, tiIt is IMF dwell time, m is The quantity of IMF component signal;
S22: the EEMD energy value of each IMF component signal is added up, and can acquire multiple IMF component letters Number total energy value
S3: the EEMD Energy-Entropy of IMF component signal is calculated according to the EEMD Energy distribution of IMF component signal;
Specifically include following two step:
S31: the energy value E of each IMF component signal is calculatediProbability in signal total energy value E
S32: Probability p is utilizediCalculate the EEMD Energy-Entropy H of the IMF component signalEE, specific formula is as follows:
S4: it carries out track wave and grinds fault diagnosis: by the EEMD energy entropy compared with given threshold, if the EEMD energy It measures entropy and is not less than the given threshold, that is, can determine that track, there is no waves to grind failure;If the EEMD energy entropy is less than institute Threshold value is stated, that is, can determine that track, there are waves to grind failure, then enters next step S5;
S5: carrying out WVD time frequency analysis each described IMF component signal respectively, and by the result line of WVD time frequency analysis Property superposition, obtain the time-frequency figure of vibration signal;It specifically includes:
Obtain the IMF component signalInstantaneous auto-correlation function, and Fourier is done to the instantaneous auto-correlation function Transformation, obtains instantaneous time-frequency function WDi(t,ω);
By each WDi(t, ω) carries out linear superposition, obtains the WVD time-frequency figure WD (t, ω) of signal x (t).
S6: location of fault is ground according to time-frequency figure positioning wave, and estimates wave mill length (namely wavelength) of wave mill failure, tool Body can be determined according to such as under type:
The frequency concentrated area in time-frequency figure is found, which is failure-frequency section, according to failure frequency Rate section can positioning track wave mill failure specific location;The wave of wave mill failure can be estimated according to the failure-frequency section simultaneously It is long.
It is of the invention that fault detection method is ground based on the track wave of EEMD Energy-Entropy and WVD, based on EEMD Energy-Entropy and WVD time frequency analysis can quickly position wave mill abort situation fastly, and estimate the wave mill length of wave mill failure, judge wave mill event The severity of barrier is safeguarded so as to preferably grind failure according to wave.The track wave based on EEMD Energy-Entropy and WVD The real-time of mill fault detection method is good, detection efficiency is high, easy to operate, is suitble to track maintenance repair.
This method is illustrated combined with specific embodiments below:
Embodiment 1:
In order to simulate actual trajcctorics state as far as possible, the mode that superposition ripple is ground in track spectrum carries out track and sets the present embodiment It sets, when SIMPACK emulation experiment, sample frequency 1kHz, track length 95m, only there are wavelength 50mm waves at 65~-67m The rail fault of deep 0.04mm only exists the vertical irregularity of track spectrum in other positions, and setting train running speed is 10m/s Setting and other settings, obtain axle box Vertical Acceleration signal as shown in Figure 2.
EEMD decomposition is carried out to collected axle box vibration acceleration signal, obtains 11 IMF components and 1 res component. Since res component is useless item, signal analysis is not influenced, therefore does not have to handle it;Decomposition is obtained each A IMF component calculates separately its EEMD energy, obtains energy profile as shown in Figure 3.
According to the Energy distribution of IMF component, Energy-Entropy distribution map as shown in Figure 4 is obtained.And it can be counted according to energy entropy The total entropy of EEMD for calculating IMF component is 0.2685.It is 0.6 according to fault-free emulation signal setting threshold value, the setting threshold value is big In 0.2685, i.e. EEMD energy entropy is significantly less than threshold value, it is possible thereby to judge that there are waves to grind failure.
WVD analysis is carried out to IMF component respectively, and the IMF of each IMF component analysis result is subjected to linear superposition and is The two-dimentional time-frequency figure and three-dimensional time-frequency amplitude figure shown in fig. 6 of signal as shown in Figure 5 can be obtained.
Find out from Fig. 5 and Fig. 6, frequency of occurrences concentrated area in figure, such as the region a in figure, and it is attached 65~67 meters of Closely, frequency is essentially identical with emulation wave mill position substantially near 200Hz.Wavelength is ground for estimation wave, by region a micronization processes Vibration amplitude is maximum at 199.8Hz.According to theory deduction, there is following relationships for wave mill wavelength and frequency:λ Wavelength is ground for wave, f is frequency, and v is train driving speed.Wavelength X=50.05mm is calculated, the wavelength 50mm base with emulation setting This is consistent.
Other contents of the present invention based on the track wave of EEMD Energy-Entropy and WVD mill fault detection method are referring to existing There is technology, details are not described herein.
The above described is only a preferred embodiment of the present invention, be not intended to limit the present invention in any form, therefore Without departing from the technical solutions of the present invention, according to the technical essence of the invention it is to the above embodiments it is any modification, Equivalent variations and modification, all of which are still within the scope of the technical scheme of the invention.

Claims (8)

1. a kind of grind fault detection method based on the track wave of EEMD Energy-Entropy and WVD, it is characterised in that: it is based on EEMD energy Entropy and WVD time frequency analysis, comprising the following steps:
S1: carrying out EEMD decomposition to the initial acceleration signal of collected vehicle axle box vibration, obtains multiple IMF component letters Number;
S2: the EEMD energy of each IMF component signal and the signal total energy of multiple IMF component signals are calculated Amount;
S3: the EEMD Energy-Entropy of IMF component signal is calculated according to the EEMD Energy distribution of IMF component signal;
S4: it carries out track wave and grinds fault diagnosis: by the EEMD energy entropy compared with given threshold, if the EEMD Energy-Entropy Value is not less than the given threshold, that is, can determine that track, there is no waves to grind failure;If the EEMD energy entropy is less than the threshold Value, that is, can determine that track, there are waves to grind failure, then enters next step S5;
S5: WVD time frequency analysis is carried out each described IMF component signal respectively, and the result of WVD time frequency analysis is linearly folded Add, obtains the time-frequency figure of vibration signal;
S6: grinding location of fault according to time-frequency figure positioning wave, and estimates the wave mill length of wave mill failure.
2. according to claim 1 grind fault detection method based on the track wave of EEMD Energy-Entropy and WVD, feature exists In, step S1 specifically includes the following steps:
S11: to acceleration signal x0(t) the effective white Gaussian noise n of addition inj(t) decomposed signal y is obtainedj(t), specific formula Are as follows:
yj(t)=x0(t)+k*nj(t) (j=1,2,3,4 ... n) (1)
Wherein, x0It (t) is initial acceleration signal, k is the amplitude coefficient of effective white Gaussian noise, and n is the effective height of addition The total quantity of this white noise;
S12: by decomposed signal yj(t) it decomposes and obtains the jth group IMF phasesequence component c being made of m phasesequence componentji(t), wherein I=1,2,3,4 ... m, and m is the integer not less than 1;
Its specific decomposition step is as follows:
A: decomposed signal y is calculatedj(t) maximum and minimum point, and by decomposed signal yj(t) maximum point and pole existing for Small value point is fitted respectively respectively obtains coenvelope line yj(up)(t) and lower envelope line yj(low)(t);
Wherein, cubic spline interpolation refers to an a series of smooth curve by shape value points, mathematically by solving three moments of flexure Equation group obtains the process of curvilinear function group.
B: according to coenvelope line, lower envelope line computation average value curve mj(t), specific formula are as follows:
C: following one sequences h of formulas Extraction are utilizedj(t)
hj(t)=x0(t)-mj(t) (3)
If sequences hj(t) it is unsatisfactory for IMF condition, then decomposition step terminates, and enters step S13;
If sequences hj(t) meet IMF condition, then by the sequences hj(t) it is denoted as i-th of phasesequence component c of the j groupji(t), and enter Next step d;
D: by the phasesequence component h of extractionji(t) from decomposed signal yj(t) in after removal, i.e., by (yj(t)-hji(t)) value is again It is assigned to yj(t) after, step a~c is repeated, new phasesequence component c is obtainedj(i+1)(t);
S13: as j < n, adding different effective white Gaussian noises to initial acceleration signal, and the S11 that repeats the above steps~ S12 can get the c of n group phasesequence component compositionji(t);
S14: calculating the average value of the phasesequence component of every group of corresponding sequence in the n group phasesequence component, and m decomposition mean value can be obtainedThe decomposition mean value is the IMF component signal
3. according to claim 2 grind fault detection method based on the track wave of EEMD Energy-Entropy and WVD, feature exists In: in step a, the maximum and minimum of decomposed signal are fitted using using cubic spline interpolation.
4. according to claim 2 grind fault detection method based on the track wave of EEMD Energy-Entropy and WVD, feature exists In: effective white Gaussian noise total quantity n is no less than 50.
5. according to claim 1 grind fault detection method based on the track wave of EEMD Energy-Entropy and WVD, feature exists In: step S2 specifically includes the following steps:
S21: the energy value E of IMF component signal is calculated separately using following formulai
Wherein, AiIt (t) is the IMF component amplitude maximum value, ti-1It is the starting of IMF component, tiIt is IMF dwell time, m is IMF points Measure the quantity of signal;
S22: signal total energy value is calculated.
6. according to claim 1 grind fault detection method based on the track wave of EEMD Energy-Entropy and WVD, feature exists In: step S3 specifically includes the following steps:
S31: the energy value E of each IMF component signal is calculatediProbability in signal total energy value E;
S32: Probability p is utilizediCalculate the EEMD Energy-Entropy of the IMF component signal.
7. according to claim 1 grind fault detection method based on the track wave of EEMD Energy-Entropy and WVD, feature exists In: step S5 specifically includes the following steps:
Obtain the IMF component signalInstantaneous auto-correlation function, and Fourier transformation is done to the instantaneous auto-correlation function, Obtain instantaneous time-frequency function WDi(t,ω);
By each WDi(t, ω) carries out linear superposition, obtains the WVD time-frequency figure WD (t, ω) of signal x (t).
8. according to claim 1 grind fault detection method based on the track wave of EEMD Energy-Entropy and WVD, feature exists In: step S6 medium wave grinds position and wave mill length and can be determined according to such as under type:
According to the frequency concentrated area in time-frequency figure, positioning track wave grinds the specific location of failure;And according to the frequency of time-frequency figure Concentrated area estimates the wavelength of wave mill failure.
CN201810845238.2A 2018-07-27 2018-07-27 It is a kind of that fault detection method is ground based on the track wave of EEMD Energy-Entropy and WVD Pending CN109080661A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810845238.2A CN109080661A (en) 2018-07-27 2018-07-27 It is a kind of that fault detection method is ground based on the track wave of EEMD Energy-Entropy and WVD

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810845238.2A CN109080661A (en) 2018-07-27 2018-07-27 It is a kind of that fault detection method is ground based on the track wave of EEMD Energy-Entropy and WVD

Publications (1)

Publication Number Publication Date
CN109080661A true CN109080661A (en) 2018-12-25

Family

ID=64831196

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201810845238.2A Pending CN109080661A (en) 2018-07-27 2018-07-27 It is a kind of that fault detection method is ground based on the track wave of EEMD Energy-Entropy and WVD

Country Status (1)

Country Link
CN (1) CN109080661A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109532940A (en) * 2018-11-06 2019-03-29 北京交通大学 The fastener of high speed non-fragment orbit loosens degree detecting method
CN110015319A (en) * 2019-03-13 2019-07-16 北京锦鸿希电信息技术股份有限公司 Track wave grinds recognition methods, device, equipment and storage medium
CN110426005A (en) * 2019-07-01 2019-11-08 中国铁道科学研究院集团有限公司节能环保劳卫研究所 Rail in high speed railway wave based on IMF energy ratio grinds acoustics diagnostic method
CN113486874A (en) * 2021-09-08 2021-10-08 西南交通大学 Rail corrugation feature identification method based on wheel-rail noise wavelet packet decomposition
CN113501028A (en) * 2021-07-07 2021-10-15 中国铁道科学研究院集团有限公司 Method and device for diagnosing poor welded joint of heavy-duty railway steel rail

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20060153059A1 (en) * 2002-12-18 2006-07-13 Qinetiq Limited Signal separation
CN101850772A (en) * 2010-05-17 2010-10-06 唐德尧 Vehicular monitoring device and monitoring method thereof for rail corrugation
CN105292177A (en) * 2015-11-26 2016-02-03 唐智科技湖南发展有限公司 Method for measuring track corrugation by utilizing axle box vibration and impact information
CN105718961A (en) * 2016-02-15 2016-06-29 哈尔滨理工大学 Rotating machinery intelligent fault diagnosis method based on CEEMD and image texture features
CN106997458A (en) * 2017-03-17 2017-08-01 中国人民解放军陆军航空兵研究所 A kind of equipment vibrating signal feature extracting method based on EEMD CWD
CN107273585A (en) * 2017-05-25 2017-10-20 国网山东省电力公司青岛供电公司 A kind of load ratio bridging switch fault detection method and device
CN107403139A (en) * 2017-07-01 2017-11-28 南京理工大学 A kind of municipal rail train wheel flat fault detection method
CN107423692A (en) * 2017-07-01 2017-12-01 南京理工大学 A kind of rail corrugation fault detection method based on wavelet-packet energy entropy

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20060153059A1 (en) * 2002-12-18 2006-07-13 Qinetiq Limited Signal separation
CN101850772A (en) * 2010-05-17 2010-10-06 唐德尧 Vehicular monitoring device and monitoring method thereof for rail corrugation
CN105292177A (en) * 2015-11-26 2016-02-03 唐智科技湖南发展有限公司 Method for measuring track corrugation by utilizing axle box vibration and impact information
CN105718961A (en) * 2016-02-15 2016-06-29 哈尔滨理工大学 Rotating machinery intelligent fault diagnosis method based on CEEMD and image texture features
CN106997458A (en) * 2017-03-17 2017-08-01 中国人民解放军陆军航空兵研究所 A kind of equipment vibrating signal feature extracting method based on EEMD CWD
CN107273585A (en) * 2017-05-25 2017-10-20 国网山东省电力公司青岛供电公司 A kind of load ratio bridging switch fault detection method and device
CN107403139A (en) * 2017-07-01 2017-11-28 南京理工大学 A kind of municipal rail train wheel flat fault detection method
CN107423692A (en) * 2017-07-01 2017-12-01 南京理工大学 A kind of rail corrugation fault detection method based on wavelet-packet energy entropy

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
董伟: "基于小波包能量熵的钢轨波磨检测方法", 《铁道标准设计》 *

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109532940A (en) * 2018-11-06 2019-03-29 北京交通大学 The fastener of high speed non-fragment orbit loosens degree detecting method
CN109532940B (en) * 2018-11-06 2020-03-24 北京交通大学 Method for detecting loosening degree of fastener of high-speed ballastless track
CN110015319A (en) * 2019-03-13 2019-07-16 北京锦鸿希电信息技术股份有限公司 Track wave grinds recognition methods, device, equipment and storage medium
CN110426005A (en) * 2019-07-01 2019-11-08 中国铁道科学研究院集团有限公司节能环保劳卫研究所 Rail in high speed railway wave based on IMF energy ratio grinds acoustics diagnostic method
CN110426005B (en) * 2019-07-01 2020-11-20 中国铁道科学研究院集团有限公司节能环保劳卫研究所 High-speed railway rail corrugation acoustic diagnosis method based on IMF energy ratio
CN113501028A (en) * 2021-07-07 2021-10-15 中国铁道科学研究院集团有限公司 Method and device for diagnosing poor welded joint of heavy-duty railway steel rail
CN113501028B (en) * 2021-07-07 2022-08-09 中国铁道科学研究院集团有限公司 Method and device for diagnosing poor welded joint of heavy-duty railway steel rail
CN113486874A (en) * 2021-09-08 2021-10-08 西南交通大学 Rail corrugation feature identification method based on wheel-rail noise wavelet packet decomposition

Similar Documents

Publication Publication Date Title
CN109080661A (en) It is a kind of that fault detection method is ground based on the track wave of EEMD Energy-Entropy and WVD
CN105139086B (en) Track transition Amplitude Estimation method based on optimization confidence rule-based reasoning
CN104792937B (en) Bridge head bump detection evaluation method based on vehicle-mounted gravitational acceleration sensor
CN104598753B (en) Bridge moving vehicle load recognition method based on Brakhage V method
CN105923014B (en) A kind of track transition Amplitude Estimation method based on evidential reasoning rule
CN105157624B (en) A kind of compound chord measurement for being used to measure the longitudinal longitudinal irregularity of rail
CN103196681B (en) Based on the train operation comfort degree predication method of bogie acceleration
CN102627108A (en) Entire car mass estimation method based on high-frequency information extraction
CN205209441U (en) Axle for vehicle is apart from automatic measuring device
CN104636562B (en) A kind of high-speed railway circuit method for designing based on fare system dynamics
CN103234544A (en) Methods for building power consumption factor model and estimating following-up driving range of electric car
CN107423692A (en) A kind of rail corrugation fault detection method based on wavelet-packet energy entropy
CN107679265A (en) A kind of train brake hard modeling and identification Method
CN104833535A (en) Railway vehicle tire tread scratch detection method
CN102175463A (en) Method for detecting braking property of vehicle in road test based on improved Kalman filtering
CN103909933A (en) Method for estimating lateral force of front wheels of distributed-type electrically-driven vehicle
CN107228772A (en) A kind of shield tunnel construction method for estimating damage
CN105138733A (en) Driving comfort based two-lane highway traffic safety evaluation method
CN107403139A (en) A kind of municipal rail train wheel flat fault detection method
CN107894223A (en) A kind of Road surface quality discrimination method based on inverse pseudo excitation method
CN106153185A (en) Source Spectrum computational methods are divided in high-speed railway noise source
CN109059840A (en) A kind of city rail vehicle wheel out of round is along detection method
CN105046946A (en) Method for detecting traffic flow parameters based on compound sensor
CN105835902A (en) Method for detecting diameter of wheel based on laser displacement sensors
CN102998133A (en) Energy damage identification method based on quasi-distributed acceleration data

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20181225