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69 results about "Stress evaluation" patented technology

Multi-parameter mental stress assessment method based on analytical hierarchy method and device

The invention discloses a multi-parameter mental stress assessment method based on an analytical hierarchy method and a device. The method obtains a parameter set of mental stress influential factors through analysis of a frequency domain, a time domain and non-linearity of HRV signals of a testee, and obtains mental stress assessment results of the testee by the analytical hierarchy method and a mental stress assessment model. The device collects electrocardiograph signals of the testee, analyzes and assesses the electrocardiograph signals by the multi-parameter mental stress assessment method based on the analytical hierarchy method, outputs an assessment report and transmits the assessment report outwards. The multi-parameter mental stress assessment method based on the analytical hierarchy method and the invention have the beneficial effect that (1) a mental stress state of the testee is monitored according to changes of HRV physiological parameters of the testee, so influences brought by subjective factors and different cognitive levels of the testees to monitoring results are effectively avoided; and (2) the daily mental stress state of the testee is effectively recorded and analyzed, and key data is stored to remind the testee of self-adjustment and taken for standby application of medical staffs.
Owner:CHONGQING UNIV OF POSTS & TELECOMM

Nondestructive evaluation method of stress of cladding layer based on critical refraction longitudinal wave

InactiveCN103901106AAchieve non-destructive evaluationStress Evaluation FastAnalysing solids using sonic/ultrasonic/infrasonic wavesStress evaluationLongitudinal wave
The invention relates to the stress evaluation of a laser cladding layer and in particular relates to a nondestructive evaluation method of the stress of a cladding layer based on a critical refraction longitudinal wave. According to the invention, the nondestructive evaluation of the cladding layer stress is realized through selecting a double critical refraction longitudinal wave probe with a suitable central frequency; an optimum propagation distance is determined as the spacing distance between a propagation probe and a receiving probe to be fixed by combining the law that the energy of the critical refraction longitudinal wave in the cladding layer decays; the time difference between the critical refraction longitudinal signals is used for representing the change amount of the propagation speed of the cladding layer in the critical refraction longitudinal wave caused by the stress and taken as the characteristic parameter to evaluate the stress of the cladding layer to build a stress-time difference relation; a liner function is adopted to fit results to obtain an acoustoelastic equation used for representing the stress of the cladding layer, and therefore the nondestructive evaluation of the stress of the cladding layer based on the critical refraction longitudinal wave is realized.
Owner:JIANGSU UNIV OF SCI & TECH

Electromechanical comprehensive supporting and hanging bracket design method based on BIM technology

The invention relates to an electromechanical comprehensive supporting and hanging bracket design method based on a BIM technology. The method comprises the steps of determining an electromechanical pipeline space arrangement scheme and building an electromechanical pipeline model; 2, compiling a three-dimensional comprehensive supporting and hanging bracket preliminary design scheme, creating a comprehensive supporting and hanging bracket design model, linking and merging an electromechanical pipeline BIM model member and a comprehensive supporting and hanging bracket preliminary design modeland conducting bump detection; 3, utilizing stress calculation software of SAP 2000 and the like to conduct three-dimensional supporting and hanging bracket stress evaluation and modifying the three-dimensional comprehensive supporting and hanging bracket preliminary design scheme according to stress calculation analysis data; 4, outputting a comprehensive supporting and hanging bracket design calculation sheet and extracting a comprehensive supporting and hanging bracket engineering quantity; 5, exporting a construction map according to the three-dimensional model, outputting a BIM model file and conducting visualized design technology disclosure. By means of the electromechanical comprehensive hanging bracket design method based on the BIM technology, the field actual supporting and hanging bracket installation effect can be visually displayed, the installation space is saved, it is guaranteed that an electromechanical pipeline is reasonably and attractively arranged, and the risk of implementing the project is lowered.
Owner:SHANGHAI BAOYE GRP CORP

Fuzzy logic and evidence reasoning-based transformer insulation stress calculation and evaluation method

The invention discloses a fuzzy logic and evidence reasoning-based transformer insulation stress calculation and evaluation method. The method comprises the following steps of firstly normalizing field data, namely, converting input data for describing a normal value, a limit value and the like of a transformer into dimensionless variables of a [0,1] region; secondly fuzzifying the input data, namely, mapping the input data to a fuzzy membership function, wherein a trapezoidal membership function, a generalized bell-like membership function or a Gaussian membership function can be used; thirdly building a transformer stress evaluation tree model, namely, establishing nodes from the input data of the transformer to an insulation stress of the transformer, and a connection mode of the nodes, and correlating the nodes of upper and lower layers by using a fuzzy correlation matrix; fourthly determining a weight value between the nodes, namely, obtaining a synthesized weight value by using a subjective weight value of an analytic hierarchy process and an objective weight value of eigenvector analysis; and finally obtaining the insulation stress of the transformer, namely, determining a total stress level of the transformer by using a reasoning mechanism and an evidence synthesis rule. The method has the advantages in accuracy, flexibility and capability of processing measurement uncertainty.
Owner:HUIZHOU POWER SUPPLY BUREAU OF GUANGDONG POWER GRID CO LTD

Valve body optimization design method

The invention provides a valve body optimization design method. A three-dimensional geometrical model is established through a parameter method, thereby facilitating optimization design and greatly shortening design modification time. Through an established stress evaluation rule, various types of stresses which generate different failures are considered. A plurality of evaluation conditions are used for evaluating the stress. Whether the structural strength of the valve body satisfies a safety requirement can be comprehensively and integrally evaluated. Furthermore the economical performance of the structure is evaluated through a stress result. According to an economical performance evaluation standard, contributions of different types of stresses to the structural strength are sufficiently considered, and furthermore a difference between design and reality is considered. When the structure of the valve body satisfies safety evaluation and furthermore satisfies economical performance evaluation, not only is high safety of the valve ensured, but also the material can be saved maximally and the bearing potential of the structure is sufficiently exerted, thereby reducing weight of the valve body, saving material, reducing cost, and making the designed structure more reasonable and more economical.
Owner:NEWAY VALVE SUZHOU

Three-modulus-based shale ground stress three-dimensional seismic characterization method

ActiveCN105467438ARealize three-dimensional quantitative evaluationSolve the problem of difficult planar predictionSeismic signal processingPrincipal stressStress evaluation
The invention relates to a three-modulus-based shale ground stress three-dimensional seismic characterization method. Firstly, three-dimensional seismic characterization of a shale ground stress is achieved. Different logging information of a stratum is analyzed and judged through regressive analysis by utilizing actual logging data, three-modulus rock physics elastic parameters are preferably regarded as characterization independent variables for stress evaluation, and a maximum principal stress and a minimum principal stress are characterized; the advantages of a seismic data three-dimensional data volume are exerted in space variation prediction, and an elastic parameter data volume of stress characterization is obtained through inversion by combining a seismic prestack elastic inversion technology. Finally, the three-dimensional quantitative evaluation of the ground stress is achieved through analyzing and correcting errors of the data volumes, thereby providing a three-dimensional quantitative judgment method for prediction and effective evaluation of the ground stress, and effectively solving the problem of stress seismic prediction. The three-modulus-based shale ground stress three-dimensional seismic characterization method increases the precision of stress prediction, and provides effective technical guidance for unconventional oil and gas exploration.
Owner:CHINA PETROLEUM & CHEM CORP +1

Steel bridge structure health state evaluation method and device, equipment and storage medium

The invention discloses a steel bridge structure health state evaluation method and device, equipment and a storage medium. The method comprises the steps of collecting various disease images of the surface of a steel bridge and microscopic images of the surfaces of all components under different stress and fatigue states; constructing and training a structural disease classification and damage evaluation model by taking the various disease images as input and taking disease types and damage degrees as output; constructing and training a steel classification and stress evaluation model and a steel classification and fatigue state evaluation model by taking the microscopic images as input and taking steel type, fatigue life and stress identification as output; using a multi-lens steel bridge wall-climbing robot to collect fixed-time and fixed-point detection images; and respectively inputting the detection images into the corresponding evaluation models to respectively obtain predictedscoring results of the disease damage degree, the stress state and the fatigue state, and performing weighted summation according to the three evaluation scores of each component to obtain an overallhealth state score of the steel bridge structure. The method is safe, effective, easy and convenient to operate, higher in precision and high in intelligent degree.
Owner:HUNAN UNIV

Well-surrounding near-well-wall stratum damage evaluation method based on logging information

The invention discloses a well-surrounding near-well-wall stratum damage evaluation method based on logging information. The method comprises the steps: calculating a rock anisotropic rigidity coefficient according to full-wave-train dipole acoustic logging information; calculating the elastic modulus, Poisson's ratio and Thomsen coefficient of the rock and the flexibility coefficient of the rock; according to the full-wave-train dipole acoustic logging information, obtaining the radial section of the acoustic velocity of the stratum around the well wall; calculating the flexibility tensor variable quantity of any position close to the well wall; and according to the flexibility tensor variable quantity of any position near the well wall, calculating dispersion damage parameters of stratum rocks at any position near the well wall. According to the method, acoustic logging is adopted to evaluate the damage characteristics of the stratum close to the well wall, the stratum is regarded as a transverse isotropic medium, and acoustic logging information is utilized to calculate and analyze rock mechanical parameters, Thomsen anisotropy coefficients and mechanical damage parameters of different lithology and different radial positions; and the method plays a very important role in ground stress evaluation, borehole wall stability analysis, hydraulic fracturing and the like.
Owner:SOUTHWEST PETROLEUM UNIV

Correction method of influence of pore diameter on evaluating stress of metal materials through critical refraction longitudinal waves

The present invention discloses a correction method of influence of a pore diameter on evaluating stress of metal materials through critical refraction longitudinal waves. The method comprises: optimizing the center frequency and the propagation distance of a dual-critical refraction longitudinal wave probe, signal amplitudes received by the critical refraction longitudinal wave are taken as evaluation parameters, the critical refraction longitudinal wave detection depth is determined by combining an equivalent method, and regular blind holes with a constant processing depth and different diameters are configured to simulate internal pores. A probe clamping device with adjustable pressure is employed to collect critical refraction longitudinal wave signals, the time difference of the critical refraction longitudinal waves passing through the same propagation distance is taken as a stress evaluation parameter, and the relationship between the critical refraction longitudinal wave propagation time difference of each blind hole with different diameters and the stress is built, so that the relation of the critical refraction longitudinal wave sound elastic coefficient and the diameters of the blind holes is obtained, and the correction of the influence of the pore diameters on evaluating stress through critical refraction longitudinal waves. The correction method of influence of a pore diameter on evaluating stress of metal materials through critical refraction longitudinal waves is lossless and rapid, etc.
Owner:HUAWEI TEHCHNOLOGIES CO LTD

Ground stress evaluation method based on mechanical instability collapse of well wall

ActiveCN113111492ARealize quantitative calculation evaluationSeismologyGeomodellingPrincipal stressStress evaluation
The invention discloses a geostress evaluation method based on mechanical instability collapse of a well wall. The method comprises the following steps: screening mechanical instability collapsed well sections and classifying data; representing deep ground stress and borehole wall stress based on a tectonic strain coefficient; establishing a tectonic strain coefficient equation based on a stress limit equilibrium condition; solving the tectonic strain coefficient based on a least square method and calculating horizontal principal stress; In the present invention, the well wall stress instability collapsed well section data and collapsed data classification are screened, the stress limit equilibrium equation is created based on the strain factor and solve the overdetermined equation based on the information constraints of the critically collapsed formation, the maximum principal stress and minimum principal stress of the in-situ level of the evaluation deep part are calculated. an in-situ stress result rationality evaluation method is given, quantitative calculation and evaluation of the horizontal principal stress of the deep stratum are realized, and necessary deep stratum mechanics basic parameters are provided for underground deep engineering, especially oil and gas well engineering, oil and gas exploitation engineering and the like.
Owner:SOUTHWEST PETROLEUM UNIV

A stress evaluation method and a stress evaluation system

The invention discloses a stress evaluation method and a stress evaluation system. At first, accord to that load component causing the primary stress in the connected area between the nozzle and the shell, the characteristic parameter of the nozzle and the distance from the action point corresponding to each load component to each evaluation path, each stress component of the composite primary stress is determined; then, the three-dimensional principal stress is determined according to each stress component, and the calculated stress intensity of the primary stress is determined according to the three-dimensional principal stress. Finally, according to the allowable stress of the material corresponding to the position of the evaluation path and the calculated stress intensity, the joint area of the nozzle and the shell is evaluated once. The invention takes the dangerous path as the evaluation path, and evaluates the different stress components caused by different loads accordingly, soas to effectively ensure that the strength of the pressure vessel is qualified and avoid unnecessary cost increase at the same time. On this basis, the stability of the pressure vessel can be ensuredby combining the primary and secondary stress assessment of the connecting area between the nozzle and the shell.
Owner:YANSHAN UNIV
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