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95 results about "Nonlinear deformation" patented technology

Intelligent NC super high pressure true 3D uneven loading and unloading and pressure stabilizing model test system

The invention discloses an intelligent NC super high pressure true 3D uneven loading and unloading and pressure stabilizing model test system. The system includes a combined rack reaction device, a super high pressure true 3D uneven loading and unloading device, an intelligent hydraulic pressure unloading and pressure stabilizing NC system, a model displacement automatic test system and a high-definition multi-probe peeping system. The super high pressure true 3D uneven loading and unloading device is arranged in the combined rack reaction device for performing super high pressure true 3D uneven loading and unloading on a test model. The intelligent hydraulic pressure unloading and pressure stabilizing NC system is connected with the super high pressure true 3D uneven loading and unloadingdevice through a high pressure oil pipe. Through input commands of the intelligent hydraulic pressure unloading and pressure stabilizing NC system, digital servo control of the super high pressure true 3D uneven loading and unloading device for super high pressure true 3D gradient uneven loading and unloading and pressure stabilization control is realized. The model displacement automatic test system collects displacement of any parts in the model automatically. The high-definition multi-probe peeping system observes a tunnel digging, deforming and destruction processes dynamically in real time. The system has advantages of large and adjustable size of the reaction device, servo control of loading, large loading volume, high loading precision, good pressure stabilizing performance, unevenloading and the like. The scale and the performance are innovative home and abroad and non-continuous deformation and destruction processes of deep tunnel digging in a complex environmental conditions can be simulated and accurate information of multi-physical field evolution such as tunnel surrounding rock displacement, stress, strain and the like of tunnels can be acquired through automatic testing. The system has significant application prospects in simulating nonlinear deformation and destruction mechanisms of deep underground projects including energy, traffic, hydro-power and mine and the like.
Owner:SHANDONG UNIV

Deformable convolutional neural network-based infrared image object identification method

The invention discloses a deformable convolutional neural network-based infrared image object identification method. The method comprises the steps of constructing a training set and a test set; establishing a convolutional neural network architecture; adding a softmax classifier to the last layer, and setting an objective function; performing sampling by adopting a convolution kernel of linear ornonlinear deformation; performing pooling operation in a pooling layer by adopting a rule block sampling-based ROI pooling method which is the best in the industry at present; setting learning rate parameters according to experience; and easily performing standard back propagation end-to-end training, thereby obtaining a deformable convolutional neural network. An experiment proves that the spatial geometric deformation learning capability is introduced in the convolutional neural network, so that an identification task of an image with spatial deformation is better finished; the geometric transformation modeling capability of the convolutional neural network and the effectiveness of target detection and visual task identification are improved; and dense geometric deformation in space issuccessfully learnt.
Owner:GUANGDONG POWER GRID CO LTD +1

Device for testing model with three-dimensional gradient nonuniform loading structure

InactiveCN101539491ALoad bigLarge loading valueStructural/machines measurementNonlinear deformationModel testing
The invention relates to a device for testing a model with a three-dimensional gradient nonuniform loading structure, which comprises a table-shaped gradient nonuniform loading device and an opposite force loading device, wherein the opposite force loading device is connected with the table-shaped gradient nonuniform loading device which is arranged in the opposite force loading device; and a table-shaped gradient loading module of the table-shaped gradient nonuniform loading device is tightly attached to the surface of a testing model. Because the deep underground chamber engineering in the fields of hydroelectric power, traffics, power sources, resources and defense construction usually lies in three-dimensional loading states which are nonuniformly distributed in a gradient, the table-shaped gradient loading module is arranged on the surface of the model, thus the model testing device achieves the three-dimensional gradient nonuniform loading of an underground structure model and more truly discloses the nonlinear deformation characteristics and failure mechanisms of wall rocks of the deep underground chamber through the testing of the three-dimensional gradient nonuniform loading structure model so as to more reasonably evaluate the stability of the wall rocks of the underground chamber and take effective reinforcement measures, thereby having a quite important significance to guiding the design and the construction of the deep underground engineering and guaranteeing the safety of the deep underground engineering.
Owner:SHANDONG UNIV

Method for correcting geometric distortion of text image

The invention provides a method for correcting geometric distortion of a text image. The method comprises the following steps of: extracting a text row, in a horizontal direction, of the text image, fitting the text row by using a B-spline curve to obtain a text row curve; estimating a vanishing point of a cylindrical surface straight bus, a text row tangent convergence line and a focal length parameter of a camera by using the tangent convergence symmetry of the text row curve; constructing latitude lines of an isometric grid for the fit text row curve by adopting a crossratio interpolation value; estimating a directrix of the cylindrical surface by using similar perspective projection transformation of the text row curve and constructing longitude lines of the isometric grid; estimatinga length-to-width ratio of the isometric grid by using the text row curves at the top end and the bottom end of the image; and mapping meshes of each isometric grid into a square grid through a deformation technology based on the grid to finish the correction of the geometric distortion of the text image. By the method, the problem that perspective distortion, nonlinear deformation distortion andcompound distortion of the perspective distortion and the nonlinear deformation distortion cannot be corrected at the same time in the prior art can be solved; therefore, total correction of the geometric distortion of the text image shot by the camera can be realized.
Owner:INST OF AUTOMATION CHINESE ACAD OF SCI

Method and system for matching MR image feature points before and after nonlinear deformation of biological tissue

The present invention relates to a method and a system for matching MR image feature points before and after the nonlinear deformation of a biological tissue. According to the technical scheme of the invention, a feature point automatic detection method based on a depth-cascaded convolutional neural network is provided. According to the method, firstly, a general region of feature points is obtained through the first layer of the depth convolutional network. Secondly, the position of a target feature point is approximated step by step in the second and third layers of the cascade convolutional network, so that the detection rate of feature points is further improved. The method aims to solve the problem in the prior art that the feature point distinguishing ability is reduced due to the image nonlinear deformation of existing feature point descriptors. In this way, a Riemannian manifold is combined with the kernel method to construct a nonlinear deformation feature point descriptor for robustness. The three-dimensional feature points of a magnetic resonance image are mapped into a four-dimensional Riemannian manifold space. Meanwhile, the feature points are further mapped into a higher-dimensional Hilbert space based on the kernel method, so that a richer description of data distribution is obtained. Meanwhile, a real geometric distance between feature points is obtained, so that the feature points are matched.
Owner:WUHAN TEXTILE UNIV

Image correction method suitable for bending deformation two-dimensional code

The invention discloses an image correction method suitable for a bending deformation two-dimensional code, and specially aims at the problem of two-dimensional code nonlinear deformation because of the photographing angle and the bending surface. The method is mainly divided into two steps of a two-dimensional code area extraction and bending deformation correction. The step of two-dimensional code area extraction comprises two-dimensional code image preprocessing, two-dimensional code position detection pattern positioning and two-dimensional code closed extraction. The step of bending deformation correction comprises original image reference corresponding point extraction, standard image reference corresponding point extraction and construction of a bending deformation correction transformation model. The two-dimensional code corner point detection method is improved by using the slope and intercept knowledge of plane geometry to realize accurate positioning of the two-dimensional code corner points, a "roller" method is designed to solve the edge points of the bending deformation two-dimensional code, and the side length relationship of the two-dimensional code and the positiondetection pattern is calculated through combination of curve fitting to construct the transformation model so that adaptive correction of the bending deformation two-dimensional code under the general condition can be realized.
Owner:广东国玉科技股份有限公司

Arch dam safety evaluation method based on structural strength, foundation skid resistance and overall stability

The invention discloses an arch dam safety evaluation method based on structural strength, foundation skid resistance and overall stability, and relates to the field of arch dam safety control analysis and design. The arch dam structural strength safety coefficient K1 is obtained by calculating the ratio of the strength allowed to be used for arch dam large-size concrete to the pressure stress calculated through the multi-arch beam method revised after considering influences of the calculation parameter and other factors, and the given evaluation standard is more reasonable and credible. The arch dam foundation skid resistance safety evaluation is conducted by giving possible sliding block modes such as large sliding blocks, small sliding blocks and stepped sliding blocks and the application guide and the control index K2 of the calculation formula on the basis of the rigid limit equilibrium method. The arch dam overall safety evaluation method includes the step that overload coefficient control indexes such as structure cracks and nonlinear deformation are given by conducting experimental research on the basis of a three-dimensional nonlinear finite element method and a geomechanics model and further increasing the overload capacity and the overload coefficient K3 of the water unit weight on the basis of the basic combination effect. An arch dam static force design safety evaluation system is formed by K1, K2 and K3 evaluation mentioned above.
Owner:CHINA HYDROELECTRIC ENGINEERING CONSULTING GROUP CHENGDU RESEARCH HYDROELECTRIC INVESTIGATION DESIGN AND INSTITUTE

A Fingerprint Matching Method Based on Multiple Reference Point Pairs

InactiveCN102262730AOvercoming nonlinear deformation problemsNonlinear Deformation Problem SolvingCharacter and pattern recognitionFeature vectorNonlinear deformation
The invention discloses a fingerprint matching method based on multiple reference point pairs, which comprises the following steps: determining template fingerprints and input fingerprints, acquiring the matching scores of every detailed point pair by a fingerprint matching algorithm based on three-value characteristic vector, and ranking all the detailed point pairs according to the matching scores in a descending order; selecting the first m detailed point pairs as the initial reference point pairs, and computing the rotation / translation parameters of the initial reference point pairs; selecting the reference point pairs according to the conformity, carrying out global matching by using each reference point pair as the reference to acquire a matched detailed point pair set, and fusing information of all the matched detailed point pair sets by using a voting fusion strategy; and acquiring the number of final matched detailed point pairs, computing the matching scores according to thenumber of final matched detailed point pairs, and judging whether the template fingerprints are matched with the input fingerprints according to the matching scores and the matching threshold. The invention overcomes and solves the problem of nonlinear deformation of fingerprints in the existing fingerprint matching algorithm, and has favorable fingerprint matching performance.
Owner:SHANDONG ZHIHUA INFORMATION TECH

Method for controlling deformation of large broken rock zone roadway by using multi-steel stranded wire combined supporting device

ActiveCN103711507AAdapt to non-linear deformationMobilize carrying capacityAnchoring boltsNonlinear deformationClassical mechanics
The invention relates to a method for controlling deformation of a large broken rock zone roadway by using a multi-steel stranded wire combined supporting device. The method includes the steps of determining damage conditions of surrounding rock of the roadway by combining various methods, building a roadway surrounding rock shallow portion bearing ring through anchoring and shotcreting combined support, and mobilizing deep portion elastic-state surrounding rock bearing capacity through the multi-steel stranded wire combined supporting device. The multi-steel stranded wire combined supporting device is divided into an anchoring section, a free section, a sealing section and an exposed section. By the method, high supporting strength and deep supporting range can be realized at the same time, and the shallow portion bearing ring and deep portion elastic-state surrounding rock are connected into a whole; original elongation rate is still maintained after slip casting of steel stranded wires, and the method is suitable for continuous long-time nonlinear deformation of the surrounding rock; by using the method to perform surrounding rock reinforcement control on the large broken rock zone, long-time stability of the roadway can be realized, engineering quantity in multiple rebuilding of the roadway can be reduced, and the method has wide practicability.
Owner:CHINA UNIV OF MINING & TECH

Near-beta titanium alloy with low elastic modulus and high strength and preparation method of near-beta titanium alloy

The invention provides a Ti-Nb-Mo-Sn near-beta titanium alloy with low elastic modulus and high strength. The alloy comprises the following chemical components in percentage by weight: 15-35% of niobium, 1-8% of molybdenum, 1-8% of stannum and 0-1.2% of titanium dioxide powder. The Ti-Nb-Mo-Sn near-beta titanium alloy with low elastic modulus and high strength has the beneficial effects that the systemic alloy has good cold machining performance and a low machining cementation index and can coldly deform in a large scale by using cold machining processes such as cold rolling, cold wire drawing and the like; the systemic alloy has the characteristic of nonlinear deformation after being thermally machined or coldly machined and has large restorable elastic strain, low initial modulus and average modulus and high strength; the systemic alloy has low elastic modulus, high yield strength and breaking strength and high linear elasticity after being smelted, thermally machined or coldly machined and thermally treated; and the systemic alloy can be used for preparing medical equipment, physical training equipment and industrial equipment, and can be used for biomedical applications such as artificial bones, bone joints, implanted tooth roots, bony plates and the like.
Owner:BEIHANG UNIV

Optical fiber sensor capable of measuring stress-strain of metal accurately

The invention relates to an optical fiber sensor capable of measuring stress-strain of metal accurately. The optical fiber sensor comprises a strain elastic beam provided with a first measuring fixing end and a second measuring fixing end. The connecting line of the first measuring fixing end and the second measuring fixing end is perpendicular to an axis of an optical fiber. Due to the fact that the optical fiber sensor capable of measuring the stress-strain of metal accurately adopts the structure, creep deformation caused by a traditional gluing method is changed, and long-term stability of a zero point is improved. The output of the optical fiber installed on a tested metal structural body is hardly affected by the changes of the environment temperature, and secondary compensation does not need to be carried out by utilizing an additional temperature measuring sensor. The transverse sensitivity of the optical fiber is reduced, the optical fiber is sensitive only about the stain of the strain elastic beam in the measuring direction, and the optical fiber can have good strain measurement single-direction performance. The rigidity of a strain transmission interface is guaranteed through the technology that the strain elastic beam is directly welded to the tested metal structural body, and creep deformation and non-linear deformation of the strain transmission interface are removed.
Owner:SHANGHAI BAIANTEK SENSING TECH CO LTD

Data post-processing method and system for dam and landslide deformation GB-SAR monitoring

A data post-processing method for dam and landslide deformation GBSAR monitoring comprises the steps of obtaining N monitoring image subsets, processing the interiors of the image subsets, and obtaining N average images; taking one average image as a main image and the rest N1 average images as slave images to carry out interference processing to obtain N1 interference images; selecting a PS point, and establishing a Delaunay triangulation network; carrying out differential phase modeling and parameter estimation on each PS point; calculating according to the estimated linear deformation rate increment and residual phase increment to obtain linear deformation and nonlinear deformation corresponding to each PS point; and adding the linear deformation amount and the nonlinear deformation amount to obtain an overall deformation amount, and obtaining a dense deformation field of the whole monitoring object in a global range by adopting an interpolation mode. The data post-processing method provided by the invention solves the data analysis problems of long long-period monitoring time baseline and large information amount of dams and landslides, and is good in adaptability and high in precision in global space deformation monitoring information analysis.
Owner:SICHUAN UNIV

Time difference baseline set time series interferometric SAR (Synthetic Aperture Radar) processing method

The invention discloses a time difference baseline set time series interferometric SAR (Synthetic Aperture Radar) processing method, which is characterized in comprising the following steps that: carrying out time difference interferometric processing on (N+1) pieces of SAR images of which the scenes are registered to form an interferometric pair; utilizing an external evaluation model to determine the terrain phase position and the flat ground phase position of a processing region for removing the terrain phase position and the flat ground phase position of the processing region; according tothe formed interferometric pair, determining a spatial baseline; through a one-dimensional regression way, determining elevation correction; through the one-dimensional regression way, determining deformation; and obtaining an atmospheric phase position and nonlinear deformation, and through the elevation correction and deformation resolution, determining linear deformation, nonlinear deformation, atmospheric phase position and an elevation correction semaphore. By use of the method, an adjacent image is used for effectively avoiding the influence of time de-coherence and improving processingaccuracy, two-dimensional regression analysis is decomposed into two pieces of one-dimensional regression analysis, so that operation efficiency is greatly improved, and operation complexity is lowered.
Owner:月明星(北京)科技有限公司
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