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    • 专利摘要:
    lO 22 ABSTRACT This invention relates to a method for establishing thedeflection and/or the stiffness of a supporting structurewhich is subjected to a load. The method comprises thesteps of moving a measurement vehicle along thesupporting structure, the vehicle having a loaded axle, afirst measuring system being a first versine system and asecond measuring system being one of an inertia basedsystem and a second versine system. At a predeterminedsampling rate, two sets of levels are measured using thetwo measuring systems. The two sets of levels areconverted or transformed such that they relate to thesame reference system and, thereafter, for each pair ofsampled levels, the difference between the two levels iscalculated such that the contribution to the measurementsoriginating from unloaded irregularities in thesupporting structure is eliminated, whereafter thedeflection and/or the stiffness of the supporting structure is established from the calculated difference. Fig. l
    公开号:SE1150470A1
    申请号:SE1150470
    申请日:2011-05-19
    公开日:2012-11-20
    发明作者:Eric Berggren
    申请人:Eber Dynamics Ab；
    IPC主号:
    专利说明:

    lO A method of establishing the deflection and/or the stiffness of a supporting structure The present invention relates to a method forestablishing the deflection and/or the stiffness of a supporting structure which is subjected to a load.
    In the following and unless otherwise stated, the term"supporting structure" is understood to comprise thetotal supporting structure of a road, an airfield runwayor taxiway or a railway track, or any other correspondingsupporting structure which is subjected to recurrentloads from vehicles. The term "supporting structure"comprises the structure from the subgrade to andincluding the surface layer of the road, the airfieldrunway or taxiway or, in the case of a railway, the railway track.
    In particular, the present invention relates to, but isnot restricted to, using the measured level to estimatethe stiffness of the supporting structure, and in particular the vertical stiffness of a railway track.
    For supporting structures of the above-mentioned type, itis of interest to know how the supporting structurereacts to loads, and in particular to loads travellingover the supporting structure. Conventionally, thedeflection of a supporting structure due to a travellingload is established by letting a measuring vehicle havingtwo differently loaded axles travel over the supportingstructure and measuring the level of the supportingstructure at the two axles. By comparing the level valuesat the two axles, the deflection of the supportingstructure can then be estimated. Alternatively, thedeflection can be estimated directly by using measuringvehicles having specialized laser-doppler equipment.
    However, these methods of establishing the deflection of lO a supporting structure requires highly specializedmeasuring vehicles and, therefore, cannot be generallyapplied by infrastructure managers or maintenance companies.
    The stiffness of a supporting structure is defined as thecoefficient of proportionality between a load applied tothe supporting structure and the deflection of the same.The applied load may for example be a travelling train.The stiffness is an accepted indicator of the quality andstructural integrity of supporting structures of theabove-mentioned types. Consequently, there is a need torecurrently measure the stiffness of such supportingstructures to ensure the safety of usage of thesupporting structures as well as to plan for maintenancework on the supporting structures. The modulus and thestiffness of a supporting structure are closely related and are often used to describe similar properties.
    In principle, the stiffness of a supporting structure isestimated by measuring the deflection of the supportingstructure when the supporting structure is subjected to a measured or estimated load, e.g. a travelling load.
    The surface of a supporting structure is never completelysmooth. Irregularities are always present. Level,alignment, irregularities and surface are examples ofdifferent terms describing vertical deviation from aperfectly smooth surface of a supporting structure. For arailway also the lateral irregularities are of interest.In the following and unless otherwise stated, the term"level" will be used to describe deviations from a perfectly smooth surface of a supporting structure.
    As far as measuring the level of a supporting structureof the above-mentioned type, a number of techniques are known. lO For railways there exist both dedicated track recordingcars whose only purpose is to measure track geometryquality (and other parameters as well) and the same kindof systems, although automated, can be found mounted onordinary trains. Almost all railway networks aremonitored at some frequency. Normal frequencies rangefrom twice per year up to once every week. The mainpurpose of such measurements is to find geometricaldefects that causes the train to run unsafe or with lesscomfort. The measurements are also naturally used to planmaintenance in order to rectify geometrical defects inthe track.
    Measurements of roads are most commonly made usingdedicated measurement vehicles having a laser beam and aninertia unit combination mounted in front of or at the rear of the vehicle.
    For railways there are mainly two types of systems in usefor measuring the level of the railway track. Thesesystems are partly described in the standard ENl3848 on railways.
    The first system is a versine (versed sine) or chordbased measurement system. In this system the level of therailway track is measured with a three-point chord(sometimes more points), normally with the central pointunder a fully loaded axle. The chord track geometry istaken from the offset measured at an intermediate pointfrom a straight-line chord. The offset is measured inrelation to a reference point, which can be given by thebody of the vehicle, if it is stiff enough, or, if not,by compensating for its movement. In the latter case, thecompensation can be obtained by measuring the bodybehaviour in bending and twisting relatively to an external and absolute reference, e.g. a laser beam. The sensors can be of the contact or the non-contact type.Normally, contact measurement sensors use the wheels inthe vertical direction and specific sensors, liketrolleys or rollers, in the lateral direction.
    Non-contact measurements are often based on lasers.
    A chord-based system will distort measured irregularitiesby a transfer function. For example, a symmetric chordmeasurement system with the geometry of 5+5 metres, i.e.having one measuring point arranged 5 metres in front ofthe loaded axle and one measuring point arranged 5 metresbehind the loaded axle, will measure a harmonicirregularity with a wavelength of 10 metres and anamplitude of 5 mm as having an amplitude of 10 mm. Asanother example, a harmonic irregularity with awavelength of 5 metres and an amplitude of 5 mm will bemeasured as having an amplitude of O mm (zero-point).Chord-based systems, and especially asymmetric chord measurements, can be corrected by known techniques.
    The second type of system is based on inertia sensors,e.g. accelerometers and/or gyros, sometimes incombination with optical sensors, e.g. lasers, and/ordisplacement transducers. Inertia measurements do notsuffer from any transfer function distortion. For roads,measurements are often performed with a beam having aplurality of lasers and an inertia unit. The road isthereby characterized longitudinally as well astransversally. Road measurements are not necessarily donenearby a loaded axle, whereas railway measurements are always done at or close to a loaded axle.
    There are methods that use level measurements as a basisfor retrieving the stiffness of a railway track. Suchknown systems use two axles which are differently loadedand measure the level resulting from each loaded axle.
    The stiffness of the railway track is then calculated lO from the measured level values, which are different forthe two axles due to the different loads. For example,US 6,405,l4l Bl discloses such a method.
    US 6,ll9,353 A discloses a method for non-contactmeasurement of the deflection of a road. The methodutilizes equipment comprising a self-propelled vehiclewith a load which influences at least one wheel, thespeed of which is measured in the direction of travel.The equipment further comprises a laser device from whichat least one electromagnetic beam is directed towards theroadway in the vicinity of the vehicle, and the Dopplerfrequency change in the reflection is detected. Anelectronic circuit continuously registers the results ofthe measurements and herewith the deflection at normal travelling speed.
    US 7,403,296 B2, US 2006/0144129 Al, US 7,755,774 B2 andUS 2008/0228436 Al disclose a non-contact measurementsystem for measuring the vertical stiffness of a railwaytrack directly. The system comprises first and secondoptical emitters which are mounted to a measuring vehicleand configured to emit beams of light that are detectableon the underlying surface. A camera is mounted to thevehicle for recording the distance between the beams oflight as the vehicle travels along the surface. Thedistance between the beams of light, which is a functionof the surface stiffness, is then measured using image recognition techniques.
    US 5,756,903 A discloses a motor vehicle body which isadapted for measuring the horizontal and lateral strengthof railroad tracks. The vehicle comprises a loaded gageaxle assembly having vertical loads imposed by hydraulicrams, and horizontal loads being supplied by horizontalrams through split axles and steel wheels to the railroad tracks is calibrated to measure track strength and lO adapted to be operatively connected to electronic data recording and comparing apparatus.
    However, as is the case with known deflection measuringsystems, a problem with the known systems for measuringthe stiffness directly is that they are quite complex and require specialized measurement vehicles.
    The objective of the present invention is to solve thisproblem and produce a method for deflection measurementswhich can be implemented using existing geometrymeasuring vehicles with no or very limited modifications,and which method can easily be expanded to encompass stiffness measurements.
    The method according to the present invention is characterized by the steps of: - moving a measurement vehicle along the supportingstructure, the measurement vehicle comprising: - a loaded axle, - a first measuring system being a versine systemcomprising at least a first reference point at apredetermined first position in relation to theloaded axle, a second reference point at apredetermined second position in relation to theloaded axle and a third reference point at apredetermined third position in relation to theloaded axle, and - a second measuring system being one of: - an inertia based system which is fitted on theloaded axle, and - a versine system comprising at least a firstreference point at a predetermined first positionin relation to the loaded axle, a second referencepoint at a predetermined second position inrelation to the loaded axle and a third reference point at a predetermined third position in relation lO to the loaded axle, wherein the position of atleast one of the reference points of the twoversine systems is unique to one of the versinesystems; - at a predetermined sampling rate, measuring a first setof level values of the supporting structure using thefirst measuring system and a second set of level valuesof the supporting structure using the second measuringsystem; - converting or transforming at least one of the sets oflevel values such that the two sets of level valuesrelate to the same reference system and, thereafter,for each pair of sampled level values, calculating thedifference between the measured first level and themeasured second level, thereby eliminating thecontribution to the measurements originating fromunloaded irregularities in the supporting structure;and - from the calculated difference, establishing thedeflection and/or the stiffness of the supporting structure.
    The method according to the invention is based on thefact that a level measurement of a supporting structurebeing subjected to a loaded axle comprises two parts. Thefirst part relates to level variations due toirregularities present in the unloaded supportingstructure and the second part relates to the extra deflection which is due to the loaded axle.
    The first measuring system, being a versine system, hasreference points at, in front of and behind the loadedaxle. The second measuring system, if it is a versinesystem, also has reference points at, in front of andbehind the loaded axle, but at least one of the reference points of the two versine systems is unique to one of the lO versine systems, i.e. there is at least one reference point which belongs to only one of the versine systems.
    An inertia system fitted on the loaded axle will measurethe level of the supporting structure at the position ofthe loaded axle. In other words, the reference point ofthe inertia system can be said to be at the loaded axleand, consequently, the reference points of the versinesystem of the first measuring system which are not at the loaded axel will be unique to the first measuring system.
    Consequently, at least one of the two measuring systemswill have at least one reference point which is unique to that measuring system.
    The contribution to the measured level originating fromunloaded irregularities in the supporting structure willbe identical in the two measurements. Consequently, thedifference between two measurements having differentreference points will only relate to the deflection orbending of the supporting structure due to loading. Thisdifference can be described using a beam equation inwhich the governing parameter is the stiffness. Hereby,the stiffness of the supporting structure can be foundcontinuously along the length of the supporting structure.
    Depending on the type of supporting structure and theload of the axle, the deflection profile caused by theloaded axle, which is commonly referred to as thedeflection bowl, will normally have an elongation in the range of metres.
    A versine system often has its central reference point atthe position of the loaded axle and one or a plurality ofreference points on either side of the loaded axle. A commonly used configuration of the versine system is the lO three point versine system, which has a central referencepoint at the position of the loaded axle and onereference point on either side of the loaded axle, whichlater reference points define the chord positions of theversine system and may be inside or outside of thedeflection bowl.
    The inertia system is mounted on the loaded axle and,consequently, has its reference point inside of thedeflection bowl.
    According to one configuration of the method of theinvention, the first measuring system comprises a threepoint versine system having one reference point at theloaded axle and one reference point on either side of theloaded axle inside of the deflection bowl, and the secondmeasuring system comprises an inertia system mounted onthe loaded axle. The inertia system will measure thelevel of the supporting structure at the position of theloaded axle, whereas the versine system will have itsreference points defining the chord positions in notfully loaded areas, in which areas the level of thesupporting structure will be higher than in the fullyloaded area. For a railway track, the level differencebetween the fully loaded area and the not fully loadedareas may for example be between O.l mm and 2 mm. For a road surface, the level difference may be slightly less.
    According to an alternative configuration of the method,three point versine systems are used in both measuringsystems, wherein the first versine system has a centralreference point at the loaded axle and one referencepoint on either side of and close to the loaded axle,i.e. within the deflection bowl, and wherein the secondversine system has a central reference point at theloaded axle and one reference point on either side of but further away from the loaded axle and preferably outside of the deflection bowl. In order to simplifyinstallation, one or two of the reference points definingthe chord positions could be the same for the two versinesystems. In order to establish two three point versinesystems, at least four chord positions are needed. Ife.g. five chord positions are used, four different chordscould be established having the same central referencepoint, or centre point, enabling redundancy and better accuracy in the estimation of the stiffness.
    Since measuring vehicles having either an inertia basedmeasuring system or a versine based measuring system arecommonly in use, it is easy to realise a measuringvehicle suitable for collecting the data required by thepresent model simply by adding the missing second measuring system to a conventional measuring vehicle.
    In the following, as an example of the method accordingto the invention, the measurement of the vertical deflection and the stiffness of a railway track will bedescribed in more detail with reference to the appended drawing, wherein: Fig. 1 schematically discloses a three point versinemeasuring system operating inside the deflection bowl of a railway track.
    According to the method, a measurement vehicle having aloaded axle is brought to travel along the railway track.The vehicle comprises two measuring systems, which arebrought to measure the vertical level of the track at asuitable sampling rate, which preferably is within the interval of 2 to 20 samples per metre.
    The first measuring system is a three point versinemeasuring system having a first reference point Cl 2 metres behind the loaded axle, a second reference point lO ll C2 at the loaded axle and a third reference point C33 metres in front of the loaded axle, as is disclosed inFig. l. In other words, the first measuring system is a 2+3 metre versine system.
    The second measuring system is an inertia based measuring system which is fitted on the loaded axle.
    The second measuring system, i.e. the inertia basedsystem, will directly yield the loaded level of therailway track, i.e. the loaded track irregularities alongthe length of the track. The first measuring system, i.e.the versine system, is distorted by a transfer function.In order to be able to compare measurements from the twomeasuring systems, both measuring systems need to referto the same reference system. Either the versine basedmeasured data can be rectified by an inverse transferfunction, or the inertia based measured data can betransferred as to have the same reference as the versine measurement.
    As discussed above, the measured level comprises a firstpart, which relates to level variation due toirregularities present in the unloaded railway track, anda second part, which relates to the extra deflection dueto the loaded axle.
    Consequently, the measurement from the second measuringsystem, i.e. the inertia based system, can be expressed 8.82 m»=s.=sf,+w Eq_ 1 where sM(x) is the level measured with the inertia measuring system, sL(x) is the loaded level, sU(x) is the lO l2 unloaded level and w(x,x¿) is the contribution to themeasured level due to the loaded axle with the load in position xj (x and xj are equal in the equation above).
    As is known in the art, a three point versine system willtransfer or distort the measured level according to the following equation: sc_1(x) I S1n(x)_(bs1n(x "f" a) + G51” (x _ b» /l where the three reference points of the versine measuringsystem are in the positions x-b, x and x+a and wherel = a+b.
    In order to compare the measurements from the inertiabased system and the versine system, the levelmeasurements of the inertia based system are converted tothe same reference system as the versine system by substituting Eq. l into Eq. 2 such that: sC*,(x) =s,,(x)-(bs,,(x+a)+as,,(x-b))/l+ M(mx)-(bMy+wLx+a)+aw(x-b,x-b»/l Eq- 3 Alternatively, as has been discussed above, the versinesystem may be rectified such that it refers to the reference system of the inertia based system.
    The versine system has its central reference point C2 atthe loaded axle. If the reference points Cl and C3 areinside the deflection bowl, the reference points Cl andC3 are not fully loaded, but are only partly influencedby the load at C2. This can be expressed as: lO l3 sC(x) =sL(x)-(b(sU(x+a)+w(x+a,x))+a(sU(x-b)+w(x-b,x))/l = =sU+M&nx}{bßUQH1D+M&»+mx»+aßUQw%Û+M&x-àx»/l Eq_ Consequently, the difference between the two systems,i.e. sQ¿(x)-sC(x), will only be a function of thecontribution from the loaded axle and not of the level such that: SC_1(X)-SC(X)= =(bUWx+aJ)-wßfiwrx+a»+aUWx-bflfl-Mßx-àx-bfifll Eq- The contribution to the measured level originating fromunloaded irregularities in the railway track is therebyeliminated, as has been described above, and thecalculated difference will only be related to thedisplacement of the railway track due to the referencepoints Cl and C3 of the first measuring system.Consequently, the method according to the inventioncomprises the step of, for each pair of measured levelvalues, calculating the difference between the first level, i.e. the level measured using the first measuringthe level such that measured the system, and the second level, i.e.using the second measuring system,contribution to the measurements originating fromunloaded irregularities in the railway track is eliminated.
    If the reference points Cl and C3 are outside the deflection bowl, i.e. if the positions x+a and x-b are outside the deflection bowl, w(x+a,x) and w(x-b,x) arezero. In this case the difference between the two levelmeasurements can be related to the load induced deflection without having to assume anything about the 4 5 14 shape of the deflection bowl. In this case, thedeflection of the railway track at the loaded axle can beestimated from Eq. 5 directly. Approximately, the deflection is equal to www) = s., (x) - sax) = =>{bWx+mx+a)+mWx-hx-b»H Eq-6 Preferably, however, the deflection is estimated by an inverse filter described by the z-transform as in Eq. 7. -1H(z)=eêzW¿+gz%fl Eq° 7I I where H(z) is the inverse transfer function and fg is the chosen sampling frequency.
    Consequently, if the first reference point Cl and thethird reference point C3 of the first measuring systemare arranged outside of a deflection bowl generated bythe loaded axle, the deflection of the supportingstructure can be estimated directly from the differencebetween the measured first level and the measured secondlevel, i.e. the difference between the two level measurements, sQ¿(x)-sC(x).
    However, if any one of the reference points Cl and C3 areinside the deflection bowl, the corresponding valuew(x+a,x) and/or w(x-b,x) will not be zero. In this case,the stiffness of the railway track is preferablycalculated first and the deflection is thereafter calculated based on the stiffness calculation.
    With a straightforward definition, stiffness is forcedivided by displacement. Therefore, the force acting onthe track due to the loaded axle needs to be measured orestimated. The simplest way, neglecting dynamic effects,is to estimate the applied force by the axle-load dividedby two (two wheels on one axle). A more advanced method,still without direct measurements, would be to simulatethe force with a vehicle dynamics software. As trackgeometry parameters (e.g. the level) are measured, theseparameters could be included in the simulation to accountfor dynamic effects. The third way would be to actuallymeasure the force by some kind of wheel-rail forcemeasurement system. Several such systems exist on the market.
    Consequently, according to one aspect of the invention,the method comprises the step of estimating or measuringthe force, whereby the loaded axle affects the railway track.
    The next step of the method is to take advantage of wellknown beam theory to associate the level variations alongthe track with the estimated or measured forces acting onthe track using, for example, an Euler-Bernoulli beam model on a Winkler foundation: Ö4w(x) Elízl + k(x)w(x) = Qdx Eq. 7 In this equation, E, the elastic modulus, and I, the areamoment of inertia, are material parameters of the beam,i.e. the rail in this case, w(x) is the deflection of therail in the position x, k(x) is the stiffness of thesupporting structure and Q(x) is the force acting on the rail. 16 If this differential equation is solved, the result is: wa, X1) ï Q(x18)ÉI(x1)3 å|xxl|/L(xl)(cos(âå(-xxå ) + Sim Jåzxxå ))1 1 Eq. 9whereL(x):4 4EYMX) Eq. i o and xj is the position of the load.
    Inserting the difference between the two measurements into the beam equation, i.e. inserting Eq.9 into Eq.5, yields:_ _ g Q(x)L(x)3 law.) a _ | a | _Q(x+a)1:(x+a)3 Salo) scoøeßíwl e +S1H<|LOÛ|>> m 3 Qoquxf iii/L. -b _ -b _Q(x-b)L(x-b)3+z( 8E1 e ()(°°S(L(x))+Sm(L(x))) SEI )Eq. 10 This is a nonlinear relationship between the parameterslevel, force and stiffness. This can be solved by varioustechniques yielding the value of the stiffness. Using anonlinear Kalman filter is one alternative. When thestiffness variations of the track has been found, theactual deflection w(x,xl) according to Eq. 8 can easily be calculated.
    Instead of the above-mentioned Euler-Bernoulli beammodel, more advanced beam models including e.g. dampingor a FEM (Finite Element Model) could be used. Also, if )+ 17 the stiffness, i.e. k, is known for a test site or bysimulation, a black-box model could alternatively be usedto relate the measured data, i.e. the level and theforce, to the stiffness by means of system identification.
    Consequently, according to one aspect of the invention,the method comprises the steps of fitting a deflectionmodel to said calculated difference and said force andcalculating the stiffness of the supporting structurefrom the fitted deflection model.
    In the above-described example, the second measuringsystem is an inertia based system. Alternatively, as hasbeen described previously, the second measuring system may also be a versine system.
    If two three point versine systems are used, they mayhave the same central reference point, preferably at theloaded axle, but at least one of the versine systems musthave at least one unique reference point in order for thesystems to be able to obtain level measurements atdifferent positions in relation to the loaded axle. Forexample, if the first measuring system is a 2+3 versinesystem as in the above-described example, the secondmeasuring system may be a 2+1 versine system, i.e. aversine system having a first reference point 2 metresbehind the loaded axle, a second reference point at theloaded axle and a third reference point 1 metre in frontof the loaded axle. It is noted, that although the twoversine systems share a common reference point, i.e. thepoint 2 metres behind the loaded axle, each system has aunique reference point, i.e. 3 metres in front of theloaded axle for the 2+3 system and 1 metre in front ofthe loaded axle for the 2+1 system. These uniquereference points enable the two systems to measure the level at different positions. As the two systems have one 18 or two different reference points, at least one of thesystems needs to be rectified by an inverse transferfunction. This is preferably done by using the techniquedescribed in "A Novel Approach for Whitening of VersineTrack Geometry", which was presented at the 21%International Symposium on Dynamics of Vehicles on Roadsand Tracks (IAVSD 09) in Stockholm, Sweden on August 20,2009. After the rectification, the method can proceedaccording to the previous description based on the inertia and versine based systems.
    As described above, the method according to the inventioncan be used for measuring the vertical stiffness ofvarious types of supporting structures, e.g. roads,railway tracks and airfield runways and taxiways.However, in railways, also the lateral stiffness of thetrack is of great importance. The lateral stiffness of atrack is, inter alia, governed by the quality of thesleepers, the fasteners connecting the rail to thesleepers and the ballast which support the sleepers. Iffasteners are missing or are in bad condition, and/or ifthe ballast does not give enough lateral support to thesleepers during a train passage, the consequences mightbe catastrophic with derailment as a result. It isunderstood that the method according to the invention canalso be used to measure the lateral stiffness of asupporting structure and in particular the lateralstiffness of a railway track. However, as a force isneeded to build a difference between loaded and unloadedportions of the track, the method according to theinvention will only work readily in curves and transitioncurves where lateral forces from the loaded axle of themeasuring vehicle affect the track. However, this is nota big problem, since curves and transition curves are theareas of a railway track in which the lateral stiffness particularly needs to be monitored.
    权利要求:
    Claims (9)
    [1] 1. l. A method for establishing the deflection and/or thestiffness of a supporting structure which is subjected toa load, characterized by the steps of: - moving a measurement vehicle along the supporting lO structure, the measurement vehicle comprising: - a loaded axle, - a first measuring system being a versine systemcomprising at least a first reference point (Cl) at apredetermined first position in relation to theloaded axle, a second reference point (C2) at apredetermined second position in relation to theloaded axle and a third reference point (C3) at apredetermined third position in relation to theloaded axle, and - a second measuring system being one of: - an inertia based system which is fitted on theloaded axle, and - a versine system comprising at least a firstreference point at a predetermined first positionin relation to the loaded axle, a second referencepoint at a predetermined second position inrelation to the loaded axle and a third referencepoint at a predetermined third position in relationto the loaded axle, wherein the position of atleast one of the reference points of the twoversine systems is unique to one of the versinesystems; at a predetermined sampling rate, measuring a first set of first levels of the supporting structure using the first measuring system and a second set of secondlevels of the supporting structure using the secondmeasuring system; converting or transforming at least one of the sets of levels such that the two sets of levels relate to the same reference system and, thereafter, for each pair of lO sampled levels, calculating the difference between themeasured first level and the measured second level,thereby eliminating the contribution to themeasurements originating from unloaded irregularitiesin the supporting structure; and- from the calculated difference, establishing the deflection and/or the stiffness of the supporting structure.
    [2] 2. The method according to claim l, characterized by the steps of: - arranging the first (Cl) and the third reference (C3)points of the first measuring system outside of adeflection bowl generated by the loaded axle; and - estimating the deflection of the supporting structuredirectly from said calculated difference between the measured first level and the measured second level.
    [3] 3. The method according to claim l, characterized inthat the step of establishing the stiffness of thesupporting structure comprises the steps of:- estimating or measuring the force, whereby the loadedaxle affects the supporting structure;- fitting a deflection model to said calculateddifference and said force, and- from the fitted deflection model, calculating the stiffness of the supporting structure.
    [4] 4. The method according to claim 3, characterized inthat said deflection model is an Euler-Bernoulli beam model on a Winkler foundation.
    [5] 5. The method according to any one of claims 3 and 4,characterized in that the reference points (Cl-C3) of thefirst measuring system are arranged within a deflection bowl generated by the loaded axle. lO 2l
    [6] 6. The method according to any one of claims 3 and 4,characterized in that the second reference point (C2) ofthe first measuring system is arranged at the loaded axleand that the first and the third reference points (Cl,C3) of the first measuring system are arranged outside a deflection bowl generated by the loaded axle.
    [7] 7. The method according to any one of the claims 3 to 6,wherein the second measuring system comprises a versinesystem, characterized in that the versine system of thefirst measuring system and the versine system of thesecond measuring system, respectively, is a three pointversine measuring system, wherein the two versine measuring systems share a common reference point.
    [8] 8. The method according to claim 7, characterized inthat the common reference point is arranged at the loaded axle.
    [9] 9. The method according to any one of the claims l to 8,characterized in that the first set of levels and thesecond set of levels, respectively, is measured in the vertical direction of the supporting structure. lO. The method according to any one of the claims l to 8,characterized in that the first set of levels and thesecond set of levels, respectively, is measured in the lateral direction of the supporting structure. ll. The method according to any one of the precedingclaims, characterized in that the supporting structure is a railway track.
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    同族专利:
    公开号 | 公开日
    EP2710187A4|2015-03-11|
    US20140180609A1|2014-06-26|
    EP2710187A1|2014-03-26|
    SE535848C2|2013-01-15|
    WO2012158091A1|2012-11-22|
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    法律状态:
    优先权:
    申请号 | 申请日 | 专利标题
    SE1150470A|SE535848C2|2011-05-19|2011-05-19|Method for determining the deflection and / or stiffness of a supporting structure|SE1150470A| SE535848C2|2011-05-19|2011-05-19|Method for determining the deflection and / or stiffness of a supporting structure|
    PCT/SE2012/050432| WO2012158091A1|2011-05-19|2012-04-25|A method of establishing the deflection and/or the stiffness of a supporting structure|
    EP12784976.8A| EP2710187A4|2011-05-19|2012-04-25|A method of establishing the deflection and/or the stiffness of a supporting structure|
    US14/118,567| US20140180609A1|2011-05-19|2012-04-25|Method of establishing the deflection and/or the stiffness of a supporting structure|
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