Patent Document

TECHNICAL FIELD  
       [0001]     This invention relates generally to laser metrology, and more particularly to a laser metrology system for structures.  
       BACKGROUND  
       [0002]     Accurate measurement of surface shape is important for a number of structural applications. For example, spacecraft with optical payloads may need to know the orientation of optical payload supporting structure to a very high degree of accuracy. By measuring any bending deformation or other changes in this supporting structure, the orientation of the optical payload may be determined. In turn, the optical payload may be adjusted responsive to the measurement of the supporting structure to maintain precision pointing of its optical line-of-sight (LOS). Alternatively, a spacecraft with a large phased-array payload may need to determine the surface deformation of the array-supporting structure with very high precision so that the phasing of the phased-array antenna may be adjusted accordingly to maintain a desired beam direction. Similarly, many communication satellites also have a need to precisely measure their antenna-supporting surfaces to meet their antenna-pointing budgets and thereby provide adequate communication service. Accurate structural measurement is important in all “smart structure” systems that utilize deformation information to enhance functionality.  
         [0003]     A conventional approach to determine surface deformation in structures has been to distribute strain gauges across the structure to measure structural strains. However, both the structural strains and the strain sensor response typically varies with temperature. Thus, it is difficult to achieve high-precision measurement of surface deformation using a network of distributed strain sensors across a range of operating temperatures. Given the same surface deformation but a range of temperatures, a strain-sensor approach to surface deformation measurement may generate different measurements.  
         [0004]     To provide greater measurement precision, laser metrology systems have been used in a number of industrial applications. These systems generally align the lasesr beam axis with the direction of the deflection to be measured. For surfaces, the laser source is displaced away from the surface such that the laser beam propagation is generally normally-directed or close-to-normally-directed with respect to the surface. For example, if the surface is considered to lie in the x-y plane, the laser beam propagation would be in the approximately in the z direction. Sensors on the surface would then measure the distance from the laser source with respect to the propagation direction. Aside from noise considerations due to decreasing signal strength, it may be shown that for larger surfaces illuminated by a single source, the precision and uniformity of such a measurement system increases as the laser source is further displaced from the surface being characterized and surface orthogonality to all points on the surface is approached.  
         [0005]     Although the traditional method of laser metrology with respect to characterizing surface deformation may be used in a number of industrial applications, it is relatively impractical to implement this method in a space-based application. For example, a space structure having a dimension of 15 meters would require the laser source to be deployed a comparable distance away from the antenna array surface. Given the constraints faced during launch, the laser source would likely be supported by a deployable structure rather by a stable reference point on the spacecraft. Vibration and thermal deformation of the resulting deployed laser source structure would thus make accurate characterization of the surface deformation much more difficult and complex. Moreover, spacecraft surfaces oriented close to the ecliptic plane (typical for earth-facing surfaces on geostationary spacecraft) can be subject to direct sunlight exposure. Normally-oriented optical sensors can be saturated for long periods or damaged. This problem is particularly acute for any sensor with a wide field-of-view. Although narrowband filters may be used at the sensors to filter out the sunlight, the residual solar energy may still degrade the performance of the traditional laser metrology system.  
         [0006]     Accordingly, there is a need in the art for improved laser metrology systems to measure the deformation of structures.  
       SUMMARY  
       [0007]     In accordance with one aspect of the invention, a laser metrology system for measuring deformation of a structure is provided. The system includes: a plurality of laser sources, each laser source configured to transmit a laser beam across a surface of the structure; and a plurality of laser beam position detectors distributed on the surface, each laser beam position detector being oriented such that it intercepts at least one of the laser beams, each laser beam position detector being configured to determine the location of the interception in at least one dimension.  
         [0008]     In accordance with another aspect of the invention, a method of measuring a structure&#39;s surface deformation is provided, wherein the structure includes a plurality of laser beam position detectors distributed across its surface and a plurality of laser sources configured to transmit laser beams to the plurality of laser beam position detectors such that each laser beam position detector intercepts a laser beam. The method includes the acts of: determining a default location of the laser beam interception point on each laser beam position detector for a non-deformed orientation of the structure; after a deformation of the structure, determining the change in position of the laser beam interception point for each laser beam position detector with respect to the default location; and processing the change in position for each laser beam interception point to determine the amount of deformation of the structure.  
         [0009]     In accordance with another aspect of the invention, a laser metrology system for determining the deformation of a structure is provided. The system includes: a laser source configured to transmit a laser beam across a surface of the structure; a laser beam steering device configured to steer the laser beam from the laser source; a plurality of laser beam position detectors distributed on the surface, each laser beam position detector being oriented such that it intercepts the laser beam at a specifically commanded steering angle of the laser beam steering device, each laser beam position detector being configured to determine the location of the interception in at least one dimension; and means for estimating states of thermal and vibrational deformation modes for the structure based upon the determinations by the laser beam position detectors.  
     
    
     BRIEF DESCRIPTION OF THE DRAWINGS  
       [0010]      FIG. 1   a  is a perspective view of a conventional position sensing device that is an implementation of one-dimensional laser beam position detector (LBPD).  
         [0011]      FIG. 1   b  is a perspective view of a conventional position sensing device that is an implementation of a two-dimensional laser beam position detector (LBPD).  
         [0012]      FIG. 2   a  is a plan view of a laser metrology system for characterizing the deformation of a planar structure according to one embodiment of the invention.  
         [0013]      FIG. 2   b  is a cross-sectional view of the laser metrology system of  FIG. 2   a  taken along line A-A.  
         [0014]      FIG. 3   b  is a plan view of a laser metrology system for characterizing the deformation of a structural boom in accordance with an embodiment of the invention.  
         [0015]      FIG. 3   b  is a cross-sectional view of the laser metrology system of  FIG. 3   a  taken along line B-B.  
         [0016]      FIG. 4  is a cross-sectional view of a conformal structure having a laser metrology system in accordance with an embodiment of the present invention.  
         [0017]      FIG. 5  illustrates a flowchart for the processing steps used to calculate a structure&#39;s deformation in accordance with an embodiment of the invention. 
     
    
       [0018]     Embodiments of the present invention and their advantages are best understood by referring to the detailed description that follows. It should be appreciated that like reference numerals are used to identify like elements illustrated in one or more of the figures.  
       DETAILED DESCRIPTION  
       [0019]     To avoid the problems in the prior art previously described, the present invention uses a type of laser sensor that measures displacement of a laser beam interception point with the sensor in directions transverse to the propagation direction of the laser beam. As used herein, sensors that measure the transverse displacement of a laser beam interception point shall be denoted as “laser beam position detectors” (LBPDs). The transverse displacement of the laser beam interception point may be measured in just one dimension or in two dimensions. LBPDs configured for sensing the one-dimensional or two-dimensional displacements of a laser intersection point are known in the art and manufactured, for example, by UDT Sensors, Inc. One type of LBPD, known as a position sensitive detector (PSD) acts as a voltage divider. The voltages measured at the two ends of the PSD depend on the distance of each end to the intersection point  115 . These two voltage measurements are used to generate the position measurement of the laser beam on the PSD. Turning now to  FIG. 1   a,  a one-dimensional PSD  100  is illustrated. PSD  100  lies in the x-y plane. A laser source (not illustrated) projects a laser beam  110  normally to the surface of PSD  100  in the z direction such that it intersects PSD  100  at a point  115 . As the position of PSD  100  changes due to surface deformation of the structure (not illustrated) to which it is mounted, intersection point  115  will change correspondingly. Because PSD  100  measures displacement in only one dimension with respect to an initial position for intersection point  115  (denoted as the y dimension in the figure), PSD  100  may only sense surface deformation with respect to positive or negative changes in the y direction. In contrast, a PSD  150  illustrated in  FIG. 1   b  is configured to detect the displacement of intersection point  115  in 2 dimensions (denoted as the y and x dimensions, respectively) with respect to an initial position of PSD  150 . Thus, as the position of PSD  150  changes due to surface deformation of the structure (not illustrated) to which it is mounted, PSD  150  may measure this deformation in either the x or y directions.  
         [0020]     There are many other types of optical sensing devices that can be used as laser beam position detectors. These devices include quadrant photodetectors and diodes as well as focal plane and coupled charge device arrays. It will be appreciated that the metrology systems disclosed herein will work with any LBPD implementation.  
         [0021]     Typically, the bandwidths of commercially-available PSDs are relatively high, e.g., 10 KHz to 3 MHz. Their resolution and accuracy generally depend upon their size in a ratio of approximately 1:1000. For example, a PSD having a length of ten millimeters may be configured to detect displacements in the range of 10 micro-meters. However, PSDs with substantially higher resolution-to-size ratios are known in the art. For example, PSDs having a resolution-to-size ratio on the order of 1:10,000,000 have been developed. Other LPPD devices such as focal plane arrays and coupled charge device arrays typically have much lower bandwidth but potentially higher accuracy such that they may be used to form LBPD systems with low bandwidth and high precision.  
         [0022]     An exemplary laser metrology system  200  configured to measure the deformation of a structural panel  204  having a planar surface  206  is shown in  FIGS. 2   a  and  2   b,  wherein  FIG. 2   a  illustrates a plan view and  FIG. 2   b  illustrates a cross-sectional view. A plurality of laser sources  205  are located near a reference point of structural panel  204 . For example, should structural panel  204  be intended for a spacecraft implementation, laser sources  205  may be arranged with respect to a central attachment point  207  of an inertial sensor (not illustrated). Planar surface  206  lies in the x,y plane. Laser sources  205  are configured to transmit their laser beams  210  transversely with respect to planar surface  206  but displaced from planar surface  206  by a certain z displacement as seen in  FIG. 2   b.  A plurality of LBPDs  220  are arranged across planar surface  206  such that each LBPD  220  corresponds on a one-to-one basis with a laser source  205 . For example, a laser source  205   a  projects its laser beam  210   a  to be intercepted by LBPD  220   a.  Each LBPD  220  is configured to measure either or both of the in-plane and out-of-plane deformation of planar surface  206  at the point where the LBPD  220  is attached to planar surface  206 . As used herein, “out-of-plane” deformation will refer to deformation in a direction normal to the surface being measured (with respect to  FIGS. 2   a  and  2   b,  the out-of-plane deformation would be z-directed). As also used herein, “in-plane” deformation will refer to deformation in a direction orthogonal to both the laser beam propagation direction and the out-of-plane deformation (with respect to  FIGS. 2   a  and  2   b,  the in-plane deformation would be y-directed).  
         [0023]     The distribution of LBPDs  220  across planar surface  206  should be such that a sufficient sampling of the in-plane and out-of-plane surface deformation may be made. From the surface deformation information provided by LBPDs  220 , a state estimation may be made of the structural vibrational and thermal modes for structure  205 . By then multiplying the estimated states for the modes with the mode shapes, the linear and angular deformation for any point along planar surface  206  may be estimated. The sampling of the surface deformation by LBPDs  220  is analogous to the Nyquist sampling theorem with respect to digitally sampling a signal—if a signal having a bandwidth of B is sampled at a rate of 2B, the entire signal may be reconstructed from the samples. Similarly, given a sufficient sampling of the deformation of planar surface  206 , the entire surface deformation may be estimated. For a given surface, the distribution of LBPDs  220  sufficient to derive the entire surface deformation will be known to those of ordinary skill in the art. Furthermore, this distribution will depend upon whether one-dimensional or two-dimensional LBPDs  220  are implemented. In an array of two-dimensional LBPDs  220 , each LBPD  220  may measure both the in-plane displacement and the out-of-plane displacement. However, should an array of one-dimensional LBPDs  220  be implemented, more LBPDs  220  would be required to derive the same amount of information as from a corresponding array of two-dimensional LBPDs in that, depending upon its orientation, a one-dimensional LBPD  220  can measure only one of the in-plane and out-of-plane deformations.  
         [0024]     It will be appreciated that the one-to-one relationship between laser beam sources and laser beam position detectors discussed with respect to  FIGS. 2   a  and  2   b  may be altered through the use of a laser beam steering device. For example, a laser beam source may be movably mounted, wherein the movement of the laser beam source is controlled by a MEMS actuator, rotary mirror, electro-optical device, fiber optic switch, or a beam spreader (e.g. diffractive optics, cylindrical lenses, etc). The steerable laser beam source could be positioned at central attachment point  207  and could then be steered so as to sequentially intersect each of the LBPDs at specific steering angles.  
         [0025]     The number and distribution of LBPDs  220  necessary to measure the deformation of a given structure will depend upon the geometry of the structure being measured. For a simple structure such as a rectangular boom  300  as illustrated in  FIGS. 3   a  and  3   b,  just two two-dimensional LBPDs (or two one-dimensional LBPDs) and two corresponding laser sources would be sufficient to characterize z-directional and y-directional boom bending as well as x-axis boom twisting very accurately. Boom  300  extends longitudinally in the x direction and includes a surface  305  which faces the y direction and a surface  310  which faces the z direction. A laser source  320  adjacent one end of boom  300  provides a laser beam  325  which propagates in the x direction along surface  305 . A laser source  340  provides a laser beam  345  which propagates in the x direction along surface  310 . Laser beam  325  should propagate in the x direction but be displaced from surface  305  in the y direction by an amount sufficient to allow a LBPD  330  adjacent an opposing end of boom  300  to intercept beam  325  and measure y and z displacements—should laser beam  325  be too close to surface  305 , a relatively-small y-directed displacement of LBPD  330  would move the laser beam interception point off the active surface of LBPD  330 , thereby preventing a measurement of the displacement. Thus laser beam  325  should be displaced from surface  305  by a sufficient margin to accommodate any expected y-directed displacement yet still have the laser beam interception point within the active area of LBPD  330 . Similarly, laser beam  345  should be displaced in the z-direction from surface  310  by a sufficient amount such that a LBPD  350  which intercepts laser beam  345  may measure all expected z-directed displacements. It will be appreciated that a similar displacement of laser beams  210  from planar surface  206  would be required for the laser metrology system  200  discussed with respect to  FIGS. 2   a  and  2   b.    
         [0026]     Non-planar or conformal structures are also accurately measured by the laser metrology technique disclosed herein. Because laser beams travel in straight lines, the distribution of laser sources across the surface of a non-planar structure must be such that the necessary distribution of LBPDs may all be illuminated by laser beams. For example, consider a non-planar structure  400  shown in cross-section in  FIG. 4 . Non-planar structure  400  includes a planar surface  405 . A laser source  410  mounted on planar surface  405  may illuminate any LBPD on planar surface  405  that would be mounted in the direction of laser beam  415  emanating from laser source  410 . However, consider a laser source  430  mounted centrally on the non-planar surface  435 . Although laser source  430  could provide a laser beam  440  that would be intercepted by a LBPD  445  mounted relatively close to laser source  430 , laser beam  440  could not be intercepted by a LBPD  450  mounted more remotely from laser source  430 . Thus, an additional laser source or optical element (e.g. mirror)  460  may be used to illuminate LBPD  450 . Note that the laser source  460  is co-located with LBPD  445 . Thus, LBPD  450  measures the displacement of LBPD  450  with respect to LBPD  445  whereas LBPD  445  measures its displacement with respect to laser source  430 . If a mirror is used collocated with  445  to extend a light source from source  430  along a curve instead of the laser source  460 , the response at LBPD  450  will be different but characterize-able. Integrating these two measurements together will generate the displacement measurement for the structure point of LBPD  450  with respect to the structure point of laser source  430 .  
         [0027]     It will thus be appreciated that, given a sufficient distribution of LBPDs and laser sources, any surface may be measured by the laser metrology technique disclosed herein. Regardless of the surface being measured, this technique involves the use of a processor, such as processor  280  shown in  FIG. 2   a,  that is configured to gather the in-plane and out-of-plane deformation information from the various LBPDs and process this information to calculate the structure deformation. The resulting processing may be summarized with respect to  FIG. 5 . A state estimator  500  receives the in-plane and out-of-plane deformation measurements from the LBPDs and provides estimated states of structural thermal and vibrational deformation modes to an output computation module  510 . Module  510  is configured to multiply the estimated states with the mode shapes to provide the in-plane and out-of-plane deformation information that would be expected from the LBPDs for such estimations. These expected deformations may then be fed back to state estimator  500  so that the state estimations may be updated accordingly. For example, state estimator  500  may use a first order modal matrix A and a gain matrix G to provide the estimated states of the structural thermal and vibrational deformation modes at the LBPD locations as follows: 
 
 {circumflex over (x)}   k+1   =A{circumflex over (x)}   k   +G ( y   k   m   −ŷ   k ) 
 
 where {circumflex over (x)} k+1  represents the future estimated states, {circumflex over (x)} k  represents the current estimated states, ŷ k  represents the estimated in-plane and out-of-plane deformations at the measurements points determined by the locations of the LBPDs, and y k   m  represents the measured in-plane and out-of-plane deformations at the measurements points determined by the locations of the LBPDs. The estimated in-plane and out-of-plane deformations at the measurement points is given by the following equation: 
 
ŷ k =C{circumflex over (x)} k  
 
 where C is a mode shape matrix corresponding to the LBPD measurement points. Based upon these calculations, the linear and angular deformation at any arbitrary point of interest (represented by {circumflex over (z)} k ) on the structure being characterized is given by the following equation: 
 
{circumflex over (z)} k =H{circumflex over (x)} k  
 
 where H is a mode shape matrix corresponding to these points of interests. 
 
         [0028]     Note the advantages that flow from the above-described laser metrology system. The LBPDs are oriented to intercept laser light that is being transmitted in a parallel fashion to the structure surface. Thus, unlike prior art laser metrology system sensors that are oriented to receive approximately-normally-directed laser light, the LBPDs in the present laser metrology system are relatively insensitive to sunlight interference, assuming the surface being measured is oriented roughly orthogonally with respect to incoming sunlight. Moreover, even if the incoming sunlight is not so oriented, the laser metrology system may simply be shielded because the LBPD accepts a single laser beam over a small field-of-view. In addition, such a metrology system can be compactly packaged on the spacecraft, does not require any deployable supporting structure, and does not require significant amount of space to achieve needed accuracy. Given a laser metrology system as disclosed herein, a spacecraft incorporating an orientation-sensitive payload such as a phased-array antenna can measure the surface deformation and adjust the phase-feeding of the antenna accordingly such that the antenna beam direction is maintained very precisely. Moreover, surface control actuators may respond to the measured surface deformation so as to correct for and cancel this deformation.  
         [0029]     Those of ordinary skill in the art will appreciate that many modifications may be made to the embodiments described herein. Accordingly, although the invention has been described with respect to particular embodiments, this description is only an example of the invention&#39;s application and should not be taken as a limitation. Consequently, the scope of the invention is set forth in the following claims.

Technology Category: 3