226 results about "Full field" patented technology

The invention belongs to the technical field of deep learning, and particularly discloses an ultra-precision full-field displacement measurement method and system based on a convolutional variational auto-encoder. Comprising the following steps: acquiring a video when a to-be-detected structure is subjected to vibration deformation, and selecting a picture of a deformation position to construct a data set; training a deep learning model of the convolutional variational auto-encoder based on the data set; reconstructing the gray value of the original image by using the trained deep learning model to obtain a gray value containing infinitesimal displacement information; and carrying out displacement calculation on the reconstructed image by utilizing an optical flow method, and realizing ultra-precision displacement calculation on the to-be-measured structure according to gray value conversion. According to the method, the problem that the infinitesimal displacement smaller than the sensitivity limit is difficult to measure is solved, the problem that the to-be-measured structure is blocked and cannot be measured is solved by utilizing the characteristics of the generative deep learning model, and the basic data precision of displacement measurement is remarkably improved.

The invention discloses a full-field non-contact health monitoring method for a large-scale structure. The method mainly comprises the following steps: S1, dividing monitoring sub-regions; dividing the to-be-monitored area into a plurality of to-be-monitored sub-areas; arranging a plurality of distributed channel discrete speckle interferometers to respectively and synchronously image and monitor each to-be-detected sub-region; s2, acquiring a speckle interferogram and a dual-channel color map; the monitored object is deformed; respectively collecting speckle interferograms and dual-channel color maps before and after deformation of the to-be-detected sub-region; s3, processing a speckle interferogram; processing the speckle interferograms before and after deformation, extracting a phase fringe pattern reflecting defect information of the to-be-detected sub-region, and determining a defect form; s4, splicing the monitoring data; splicing the two-color channel images shot by the sub-regions to be detected; and performing geometric transformation and fusion on the phase change information by using the two-color channel image splicing parameters obtained before and after splicing to generate full-field monitoring data, and obtaining the defect position and damage evolution of the monitored object.

The invention relates to a non-contact recognition method for a global three-dimensional vibration mode of a structure, which comprises the following steps of: acquiring a two-dimensional displacement field of the structure based on a left camera and a right camera in each view field through a full-field optical flow method based on frequency domain characteristics, and calculating according to the two-dimensional displacement field to obtain a sub-pixel displacement field; wherein each view field is subjected to video acquisition by the same binocular camera in a time-sharing manner, and two adjacent view fields have an overlapping region; for each independent view field, projecting a sub-pixel two-dimensional displacement field of the structure to a three-dimensional displacement field according to the parallax between the left image and the right image of the binocular camera, and smoothing the three-dimensional displacement field; converting the three-dimensional displacement field of each view field from the time domain to the frequency domain, and extracting the inherent frequency of the structure and the operation modal shape of each view field under the global coordinate system; and splicing the operation modal shape of each view field based on feature point detection and matching of the overlapping region to obtain a three-dimensional global operation modal shape of the structure. The global vibration mode of the structure can be covered, and the reliability of the recognition result is ensured.

The invention provides a crack identification method and system based on multi-modal data fusion, electronic equipment and a storage medium, and the method comprises the steps: firstly obtaining multi-modal data of a to-be-detected structure surface, specifically including an image sequence obtained by an acquisition module, full-field stress time sequence data and preset key part discrete point stress time sequence data; performing time synchronization calibration on the multi-modal data, mapping a stress field corresponding to full-field stress time sequence data to a pixel coordinate system of an image sequence through camera calibration parameters, and associating discrete point stress time sequence data to the pixel coordinate system to form a comprehensive data set of unified space coordinates; and finally, inputting the comprehensive data set into a trained multi-modal crack recognition model, and performing model recognition to obtain crack parameters and stress analysis results, thereby realizing crack recognition driven by multi-modal data fusion. Multi-modal data collaborative input overcomes the problems of misinformation, missing report and information loss of a single data source, and improves the accuracy and reliability of crack recognition.

The invention discloses a background schlieren method flow field flow velocity measurement method based on pseudo-schlieren images. The method comprises the following steps: constructing a background schlieren experiment measurement system; obtaining a speckle plate image sequence without a flow field background; obtaining a background distortion image sequence; obtaining a pseudo schlieren image sequence; and obtaining the final flow velocity of the flow field to be measured. The method has the advantages that a background plate distortion image sequence under the action of a flow field is collected through a high-speed camera, and pseudo-schlieren transformation processing is carried out through an improved mixed gradient operator and a multi-scale feature fusion technology; and a flow velocity field is solved in combination with a PIV-optical flow fusion algorithm, and real-time processing is realized through GPU parallel computing. The method breaks through the limitation that the traditional PIV technology depends on tracer particles, has the advantages of non-contact, full-field measurement, high temporal-spatial resolution and the like, and is particularly suitable for compressible flow field and turbulent flow field measurement. Experiments show that the method can realize high-resolution and high-frame-rate image processing, the uncertainty of flow velocity measurement is less than 3.2%, and a new technical means is provided for complex flow field diagnosis.

The invention discloses an in-situ three-dimensional full-field transparent visual evaluation method for a rock mass grouting modification effect, and relates to the technical field of geotechnical engineering.The method comprises the steps that S1, in-situ anisotropic sound wave CT data before and after grouting is collected in a target grouting area through a multi-azimuth sound wave ray cluster, and the CT data is obtained; obtaining a high-resolution three-dimensional anisotropic wave velocity field through anisotropic elastic wave inversion and physical constraint neural network super-resolution reconstruction, and automatically identifying a high-value region, a low-value region, a gradient mutation region and a stable region based on a wave velocity variation and a gradient change rate; according to the rock mass grouting modification effect in-situ three-dimensional full-field transparent visualization evaluation method, the scientificity, the fineness and the visualization level of rock mass grouting modification effect evaluation are remarkably improved, and powerful technical support is provided for guaranteeing project quality and optimizing grouting design.

The present invention discloses a full-field refined DNI prediction method. At least two total-sky imagers are used to determine the actual position of a cloud, and then a shadow position is determined on the basis of a solar angle; and the thickness of the cloud is determined by means of the imaging brightness of the cloud, and then a DNI value is predicted. The method specifically comprises the following steps: performing cloud identification, cloud image speed calculation, cloud actual-position calculation, cloud / shadow actual-speed calculation, shadow position prediction, cloud thickness extraction, DNI mapping, and DNI prediction. In the method, at least two total-sky imagers or pinhole cameras are used to perform a DNI prediction operation, and a DNI change at each specific position in a heliostat field can be accurately predicted, such that the power generation efficiency is improved.

The invention belongs to the technical field of three-dimensional vision measurement, and relates to a deformation measurement method and system of a composite vision measurement unit. The internal and external parameters of the binocular measurement unit are obtained according to the image of the thrust vectoring nozzle target area calibration plate; obtaining coordinates of all binocular measurement units in the same reference coordinate system according to the internal and external parameters and the images of the thrust vectoring nozzles with the first coded mark points, and obtaining coordinates of all binocular measurement units in a unified coordinate system; and acquiring full-field deformation of all target areas of the thrust vectoring nozzle according to the speckle images of the target areas of the thrust vectoring nozzle in the working state and the coordinates of the unified coordinate system of all binocular measurement units. According to the invention, a digital image correlation method and a close-range photogrammetry technology are utilized to realize coordinate system unification and full-field deformation measurement. Compared with a traditional method, the measurement times and data processing steps are reduced, and the measurement efficiency is improved.

The embodiment of the utility model discloses an ultra-wide-angle and ultra-short-focus full-width camera lens, which comprises sixteen lenses which are sequentially arranged from an object space to an image space along an optical axis, and each lens has corresponding focal power; besides, a diaphragm is arranged between the eighth lens and the ninth lens to divide the sixteen lenses into two lens groups, namely a first lens group with negative total focal power and a second lens group with positive total focal power. According to the full-frame prime lens provided by the embodiment of the utility model, by using the optical structure of the 14 glass spherical lenses and the 2 glass aspherical lenses, when the full field angle is greater than or equal to 132 degrees, the distortion is small, and the purple edge phenomenon is improved. Besides, by adding the aspherical lens, the image quality of an edge field of view is also obviously improved under an ultra-short focal length, clear imaging can be realized, and the shooting feeling of almost zero distortion is achieved.

The invention relates to an intelligent temperature control rock heat-water-force-sound-light multi-field coupling disturbance shearing device and a use method of the intelligent temperature control rock heat-water-force-sound-light multi-field coupling disturbance shearing device. A disturbance shearing mechanism composed of a trapezoid pressing rod, a constant damper and a spring is additionally arranged on the driving side of the lower shearing box. When the tangential loading shaft is propelled at a constant speed, the mechanism can convert stable linear displacement into disturbance shear load of periodic loading and unloading, so that engineering power disturbance is simulated. According to the device and the method, periodic shear disturbance is synchronously applied to a rock sample in a high-temperature seepage environment, mechanical response, seepage characteristic change, internal micro-fracture and surface full-field deformation of the rock sample are comprehensively observed, and an advanced test means is provided for researching a catastrophe mechanism of a deep rock mass under the action of multi-field coupling and dynamic disturbance.

The invention provides a laser irradiation two-dimensional thermal response full-field data inversion method, relates to the field of solid physics, and solves the problems that data of an existing experiment high-temperature measuring point is difficult to obtain, laser irradiation stress is difficult to measure, and temperature and stress distribution near a light spot is difficult to obtain. The method comprises the following steps: acquiring temperature field data of a target under the action of laser, and extracting a corresponding pre-function; perfecting the temperature field data based on the extracted pre-function through a temperature field inversion mode to obtain temperature field distribution; performing strain field inversion of the material based on the temperature field distribution to obtain a material strain function; the material strain function and the material mechanical property are combined, material stress field inversion is carried out, and material stress distribution is obtained; based on material stress distribution, selecting different target materials under the action of laser to obtain a damage function of a corresponding material, and completing damage evaluation; according to the invention, a high-temperature area is effectively avoided, a strain gauge is not used for measurement, and the obtained thermal strain and thermal stress are more accurate.

The invention relates to the technical field of optical three-dimensional measurement and metering, and discloses a single-camera three-dimensional coordinate measurement method and system based on full-field distance measurement, and the method comprises the following steps: S1, building a calibration field containing a control point, shooting an image of the calibration field through a monocular camera, extracting the image coordinate of the control point, carrying out the camera calibration, and obtaining a calibration field; obtaining internal parameters and external orientation parameters of the camera; and S2, controlling the laser range finder to aim at the control point in the calibration field through the non-orthogonal double-axis turntable. Submillimeter-level high-precision measurement can still be realized under the condition of a short baseline, and the problems that the precision in the depth direction is insufficient, the baseline requirement is long, parameters are easy to drift and the like in traditional stereoscopic vision measurement are effectively solved. By introducing a non-orthogonal double-shaft turntable and a visual guidance laser aiming mechanism, autonomous, rapid and accurate measurement of multiple measurement points in a large field of view is realized, and the automation degree and reliability of measurement in a complex environment are remarkably improved.

The invention discloses a multi-camera background schlieren arbitrary coplanar field-of-view splicing method, which comprises the following steps of: synchronously acquiring background images and experimental images of different areas of a complex geometric structure flow field by adopting a plurality of cameras under the conditions of still air and fluid flow; taking a view field delimited according to an actual complex flow field structure as a spliced view field to obtain a full-view contour, and drawing an unstructured grid for the full-view contour; on the basis of the sub-displacement fields shot by the cameras respectively, displacement on each grid point is obtained through interpolation according to the regional position corresponding relation, and full-field displacement distribution after splicing is obtained; and calculating the density information of the flow field by solving a Poisson equation according to the spliced full-field displacement distribution. The problem of limitation of a single camera system in large-view-field complex flow field measurement is solved, high-precision measurement of a complex geometric structure and a large-scale flow field is achieved, the application range of the BOS technology is expanded, and the measurement precision and flexibility are improved.

The embodiment of the invention discloses a wide-range high-resolution deformation measurement method and device. The method comprises the steps that a dual-wavelength space carrier digital shearing speckle interference measurement light path is established; determining phase distribution of an out-of-plane deformation gradient according to a dual-wavelength space carrier digital shear speckle interference measurement light path; determining absolute phase change of the out-of-plane deformation gradient according to the phase distribution of the out-of-plane deformation gradient; according to the absolute phase change of the out-of-plane deformation gradient, determining the gradient change generated by the whole-field whole-process deformation; and determining full-field out-of-plane deformation according to the gradient change generated by the full-field and full-process deformation.

The invention provides a device for testing the circumferential tensile stress and strain curve of a pipe. The device comprises a circumferential tensile sample, an upper buckle, a lower buckle, an upper D-shaped block, a lower D-shaped block and a connecting rod. The testing method comprises the following steps: uniformly spraying speckles on the outer surface of the reducing section of the annular tensile sample before testing, and measuring the strain in the linear length and width directions of the reducing section of the annular sample by using a three-dimensional full-field strain measurement and analysis system in the annular tensile process. Adjusting the position of the circumferential tensile sample, so that the included angle between the central line of the reducing section and the tensile direction is 30 degrees, and the infrared spots of the high-resolution camera are emitted to the middle upper part of the reducing section of the sample. And finally, starting the universal testing machine to stretch at a fixed speed. The method has the advantages that the circumferential tensile stress and strain curve of the pipe can be directly and accurately tested, and the method has important theoretical and practical significance for accurately constructing an anisotropic thin-wall pipe plastic constitutive model and realizing high-precision simulation of thin-wall tubular member forming.

The invention discloses an automatic detection method for material uniformity and computer equipment, and the method comprises the following steps: setting voltage, current and exposure time conditions of an X-ray emitter, and setting an observation area and a uniformity judgment standard of a to-be-detected material; directly irradiating X-rays on the surface of the detector to obtain an empty field detection image pixel point gray value: placing a material to be detected on the surface of the detector, and irradiating X-rays on the surface of the detector to obtain a full field detection image pixel point gray value; according to the pixel gray value of the empty field detection image and the pixel gray value of the full field detection image, calculating and obtaining a variable coefficient of the to-be-detected material in the observation area; and comparing the variable coefficient of the observation area with the set uniformity judgment standard, judging that the material uniformity meets the requirement when the variable coefficient is lower than the judgment standard, and otherwise, judging that the material uniformity is unqualified. According to the method, the compactness, thickness consistency and the like of different areas of the material can be quickly detected and judged.

The invention relates to the technical field of pathological section image recognition, in particular to a method for accurately predicting clinical prognosis of a colorectal cancer patient, which comprises the steps of full-view digital section acquisition, full-view digital section preprocessing, Transformer-dynamic agency attention-Mama network and interpretability analysis. According to the method, firstly, a tissue slice segmentation unit and a preliminary feature extraction unit are integrated, full-view digital slice feature extraction is achieved, then a Transformer-dynamic agency attention coupling architecture is adopted, time sequence dependence modeling is achieved through a multi-layer Mama module, finally, a feature aggregation unit is used for outputting patient risk scores, and the patient risk scores are obtained. And realizing visual explanation of the model decision by adopting a thermodynamic diagram. According to the method, through fusion of long sequence data processing, a dynamic agency attention mechanism and a state space modeling technology, the technical bottlenecks of insufficient feature characterization capability, difficulty in long-range dependence modeling and the like in traditional pathological image analysis are solved.

The invention discloses a non-contact measurement system and method for full-field deformation of a fuselage in an airplane crash test, and belongs to the technical field of airplane structure strength testing, and the method comprises the steps: making a high-quality speckle pattern on the surface of the fuselage, and laying cooperation mark points; a binocular camera flexible self-calibration method is used for completing calibration of the stereo measurement system; unification of global coordinates of multiple systems is assisted through unmanned aerial vehicle photogrammetry; a synchronous controller is adopted to trigger multiple sets of systems to synchronously collect images in the falling and collision process; obtaining the motion trail and speed of the key measuring point based on a mark point positioning tracking and stereoscopic vision principle; acquiring a full-field three-dimensional displacement field and a strain field based on a digital image correlation method guided by a control point and a stereoscopic vision principle; and deformation visualization representation is realized through image splicing and data fusion. According to the invention, non-contact, high-precision and full-field dynamic measurement of the three-dimensional deformation field in the falling and collision process of the whole large aircraft is realized, and technical support is provided for analysis and evaluation of falling adaptability of the aircraft structure and verification of anti-falling and anti-collision design.

The invention discloses a tunnel model test supporting structure wall surface full-field deformation test method, and relates to the technical field of tunnel similar model test design, and the method comprises the following steps: S1, building a tunnel model, filling the model with a soil body, and installing a supporting structure; s2, deformation measurement is carried out, the tunnel model is excavated, and a tunnel supporting structure wall surface image containing distance information is shot; and S3, deformation analysis: splicing the images into a ring for data analysis. According to the tunnel model test supporting structure wall surface full-field deformation testing method, three parts of tunnel model, deformation measurement and deformation analysis are adopted, non-contact high-density deformation measurement of a tunnel model supporting structure can be achieved, full-field strain, displacement, deformation, stress and the like of the supporting structure can be analyzed, and the testing accuracy is improved. The problems of complex operation, large interference and the like of tunnel model test supporting structure measurement are solved, and the method has the advantages of simplicity in operation and rapidness in measurement under the condition of meeting measurement requirements.

The invention relates to the technical field of strain measurement, in particular to a three-dimensional full-field strain measurement method and system based on multi-view collaboration, and the method comprises the steps: constructing a sparse topology skeleton model of a measured target under a global coordinate system, and building a bidirectional projection mapping relation between the global situation and each local situation; the method comprises the following steps: synchronously acquiring a time sequence texture feature image of a measured target, calculating a luminosity geometric coupling confidence tensor of each pixel point and extracting an initial texture feature field under each view angle; utilizing a skeleton model to guide the initial texture feature field to perform limited local matching, and resolving to obtain a local independent displacement field and residual energy distribution of each view angle; performing multi-view weighted fusion based on a bidirectional projection mapping relation, and reconstructing a global three-dimensional displacement field; and performing differential calculation on the global three-dimensional displacement field to obtain a deformation gradient tensor and generate three-dimensional full-field strain distribution. According to the method, gradient mutation caused by view field splicing errors can be effectively inhibited, and physically real and full-field continuous three-dimensional strain distribution is obtained.

The invention discloses a coherent modulation detection method and device for extreme ultraviolet lithography mask phase defects. High-precision full-field reconstruction of nanoscale phase defects is realized through an iterative algorithm. The device adopts a compact extreme ultraviolet light source to generate high-brightness coherent light, focusing probe light is reflected by a multi-layer film focusing optical device and enters a mask at a Bragg angle, the reflected light carries phase defect information, the defect information is coded into an intensity signal through amplitude-phase dual modulation of a modulator, a photoelectric detector collects a diffraction pattern, and the diffraction pattern is detected by a detector. Inputting an iterative algorithm; and finally realizing the quantitative reconstruction of the phase defect by combining support constraint with an error amplification coefficient, ensuring the convergence of the algorithm, modulating a forward propagation simulation light field, correcting the calculated light field by amplitude constraint, demodulating a reverse propagation simulation light field, and finally realizing the quantitative reconstruction of the phase defect. The device is suitable for online detection of the extreme ultraviolet mask, and has the advantages of strong anti-noise capability, good algorithm convergence, low requirement on the dynamic range of a detector and the like.

The invention discloses an object tiny deformation measurement method and system based on interference fringe analysis, and belongs to the technical field of optical measurement. The method comprises the following steps: acquiring an interference fringe image and probe position and direction data; carrying out phase demodulation and sensitivity vector calculation on the surface of a measured object; obtaining the local phase number of each probe according to the interference image; calculating sensitivity vector data through a geometrical relationship; obtaining global phase and sensitivity data, obtaining initial full-field phase data through a weighted fusion method based on a geometrical relationship between a sensitivity vector and a deformation direction, calculating a consistency error, judging whether the consistency error exceeds a threshold value or not, if so, updating a deformation direction estimation value, and executing fusion processing again; and solving and obtaining three-dimensional deformation field data through a linear relation until the error meets the requirement or reaches the maximum number of iterations. According to the invention, the reliability and early warning capability of structural safety assessment in long-term monitoring can be improved.

The invention discloses a multi-field coupling intelligent inclination angle plane physical similar simulation experiment system and method. The system comprises an experiment platform with a controllable inclination angle, a stress monitoring module, an optical deformation monitoring module and an acoustic emission monitoring module. The experiment platform realizes high-precision adjustment and stable maintenance of an inclination angle of + / -0.1 degree through cooperation of hydraulic drive and a mechanical lock. The stress module adopts a wireless sensor network to monitor a stress field; the optical module is used for measuring full-field displacement strain based on a CCD camera and a digital image related technology; and the acoustic emission module positions a rock stratum fracture signal through the probe array. The method comprises the steps of platform deployment, inclination angle adjustment, system debugging, synchronous mining monitoring and the like. According to the invention, inclination angle accurate control and multi-physical field information synchronous integrated acquisition are realized, and the system is suitable for inclined coal seam mining rock stratum movement and disaster mechanism research.

The invention provides an automatic visual question and answer method and system for a pathology full-field graph and a medium. The method comprises the steps that a full-slice image is acquired, the full-slice image is preprocessed, non-information areas are removed, and a foreground area is obtained; segmenting the foreground region into a plurality of low-pixel image units based on a partitioning strategy, extracting visual features of the plurality of low-pixel image units, and performing dimension reduction processing on the plurality of visual features to obtain a visual feature sequence; cue words input by a user are obtained, the cue words input by the user are preprocessed to obtain an input text, and the input text is converted into a text feature sequence; the visual feature sequence and the text feature sequence are interacted based on a cross attention mechanism, probability distribution information of answers is analyzed and predicted, and a question and answer result is generated; by analyzing the full-slice image and the prompt words of the user, image-text interaction is realized, and then corresponding answers are output according to the questions of the user, so that the automatic diagnosis and treatment level of a pathological department is improved.

This application provides a vibration element measurement device, comprising: a laser assembly for illuminating the test area of ​​the vibration element under test, wherein the surface of the vibration element under test located in the test area is provided with speckle patterns; two camera assemblies, respectively arranged on both sides of the test area of ​​the vibration element under test, for capturing speckle images of the vibration element under test during its movement; and a gimbal, on which the two camera assemblies are mounted, the gimbal being used for off-axis focusing of the camera assemblies. By arranging the two camera assemblies on both sides of the test area of ​​the vibration element under test and using the gimbal for off-axis focusing, the two camera assemblies can achieve full-field focusing of the test area of ​​the vibration element under test, thereby acquiring clear speckle images of each speckle pattern, thus achieving accurate measurement of the three-dimensional displacement and / or strain of the vibration element under test.

The invention relates to the technical field of strain measurement, and discloses a three-dimensional displacement strain measurement method and device, computer equipment and a storage medium, and the method comprises the steps: obtaining a 3D point cloud of a measured object when a testing machine applies a load to the measured object, the 3D point cloud being obtained through the three-dimensional shape measurement based on a structured light device and a structured light technology, the measured object is placed in a testing machine after being sprayed with speckles, the position of the structured light equipment is set based on the position of the measured object, then the full-field displacement of the measured object in the 2D image is obtained, then the pixels of the 2D image are aligned with the 3D point cloud based on the full-field displacement in the 2D image, the full-field displacement of the 3D point cloud is obtained, and the full-field displacement of the 3D point cloud is calculated. And finally, calculating based on the full-field displacement of the 3D point cloud to obtain the full-field strain of the 3D point cloud.The three-dimensional displacement strain measurement method can simultaneously meet high-precision, high-resolution and real-time three-dimensional displacement strain measurement.

The present application belongs to the technical field of material deformation test, and discloses a method and system for real-time synchronous measurement of full-field three-dimensional deformation field and temperature field based on fluorescence speckle. The method comprises the following steps: S1, calibrating the curve relationship between the gray scale ratio and the temperature; S2, obtaining the matching points of each to-be-measured point in the reference image under each angle in the deformation image at all time instants, and the matching points of each point in the images of different angles at the same time instant; and S3, calculating the three-dimensional deformation field and the temperature field of the surface of the to-be-measured sample at each time instant. The present application also discloses a system for the above method. Through the present application, the synchronous three-dimensional measurement of the deformation field and the temperature field of the surface of a component is realized, the temperature measurement range is wider, the cost is lower, and the operation is simple.

According to the full-field coherence tomography device and method based on ultrasonic rotation and bidirectional interference, a Kohler illumination system forms parallel light which enters an interference and shunt unit, and the interference and shunt unit divides the entering light into a reference arm and a sample arm; the sample arm unit divides a sample arm light path into two sample light paths to irradiate the upper side and the lower side of the same sample; the reference arm unit realizes optical path selective matching of phase displacement and two sample optical paths; the ultrasonic rotating unit enables the sample to be in a non-contact suspension state and rotate according to a set angle so as to obtain multi-direction interference information; the imaging and acquisition unit focuses and detects light returned by the reference arm and the sample arm; and the switching and fusion unit switches the state of the reference arm, so that the reference arm is respectively matched with the two sample light paths, interference acquisition, demodulation and three-dimensional reconstruction of interference fringes and fusion of up-down bidirectional and multi-angle data are completed, and a high-penetration three-dimensional imaging result is obtained. According to the invention, the penetration depth can be enhanced, the three-dimensional reconstruction quality is improved, and non-contact operation is realized.

Exemplary systems, method and compute-accessible medium can be provided, e.g., for a visual stimulation or an optogenetic activation during a scan of at an object. For example, it is possible to utilize a controller which can be configured to receive signal information regarding the scan, and to precisely control a light engine. The exemplary control of the light engine can be used to activate and deactivate a light source or a plurality of light sources (e.g., one or more at least one light emitting diodes). using the signal information. For example, a digital micromirror device can be utilized through which the light engine is precisely controlled for a full field projection, or patterned projection, wherein the light engine can comprise up to eight high power light sources.

The application discloses a digital phase-shifting phase recovery method of ESPI fringe pattern based on distance mapping, which comprises the following steps: 1) extracting the direction of each pixel point of the fringe pattern, and then calculating the normal curve of the fringe according to the fringe direction to obtain the moving direction of the fringe; 2) extracting the center line of the dark fringe, calculating the width of the fringe according to the center line of the fringe, and obtaining the moving distance of the fringe through distance mapping; 3) comprehensively moving the direction and the distance, and performing digital phase-shifting on the initial fringe pattern point by point, and adopting the bilinear gray interpolation to obtain the fringe pattern after digital phase-shifting; 4) calculating the wrapped phase corresponding to the fringe pattern; and 5) performing unwrapping processing on the wrapped phase to recover the full-field phase of the fringe pattern. The application extracts the phase through the digital image processing technology on the single fringe pattern, avoids the problem of inaccurate phase-shifting existing in the traditional physical phase-shifting technology in dynamic measurement, and can effectively improve the accuracy of the phase recovery of the single fringe pattern.