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37results about How to "Good theoretical basis" patented technology

Method and device for evaluating and measuring mesomechanics/micromechanics performance of surface gradient metal material

InactiveCN104330298AUnderstanding Changes in Mechanical PropertiesGood theoretical basisStrength propertiesSurface finishingMicromechanics
The invention discloses a method and a device for evaluating and measuring the mesomechanics/micromechanics performance of a surface gradient metal material. The method comprises the following steps: establishing a finite element model for a nano-indentation test, and identifying the reliability of the model; evaluating the mesomechanics performance parameters of the surface gradient material based on a surface treatment process and a base material elastic modulus, and calculating the corresponding micromechanics performance parameters of the surface gradient material by virtue of the finite element model; performing dimensional analysis on an applied load and indentation contact depth based on a mathematical modeling method, and establishing a dimensionless equation; selecting the corresponding mesomechanics/micromechanics performance parameters which are evaluated and calculated according to the dimensionless equation, and establishing a dimensionless function relational expression; performing the nano-indentation test along different depth directions on the surface of a sample to obtain a load-displacement response curve, and reversing the mesomechanics performance parameters of the corresponding position of the material; establishing a mesomechanics performance gradient curve of the surface gradient material based on the determined mesomechanics performance parameters.
Owner:BEIJING INSTITUTE OF TECHNOLOGYGY

Material initial damage evaluating method based on fracture quantitative retroestimation and data analysis

ActiveCN103674680ASolve the problem of large initial damage errorNo crack monitoring requiredInvestigating material ductilityAssessment methodsDirect evaluation
The invention belongs to the technical field of material initial damage evaluating, and relates to an evaluating method for material initial damage, and specifically relates to a method for evaluating and characterizing material texture and initial damage of processing technology by utilizing a smooth sample for developing fatigue tests and utilizing fracture quantitative retroestimation and data analysis. According to the method, by utilizing the smooth sample, the influence of structural details is eliminated, so that the sample is easy to process, and the defects of a material or the processing technology effect can be directly evaluated; and additionally, by utilizing the fracture quantitative retroestimation method to obtain data for evaluating material initial damage, a monitoring process of crack expansion is not needed, so that the test process is convenient and practicable, and the test period and cost can be obviously saved. The problems are solved that a conventional structural detail initial fatigue quality evaluating method which is directly utilized for evaluating material initial damage is large in error or even infeasible, and the estimation precision on the material initial damage is improved.
Owner:AVIC BEIJING INST OF AERONAUTICAL MATERIALS

Device for comparing test performance of force measuring locking anchor pipes of tunnel and test method

The invention relates to a device for comparing the test performance of the force measuring locking anchor pipes of a tunnel and a test method. The device is convenient to install and easy to operate. The device can be used for fast verifying the test performance of the force measuring locking anchor pipe with an optical fiber grating buried therein and can be applied to the detection of the test performance of force measuring devices such as tube type force measuring devices and rod type force measuring devices. According to the technical schemes of the invention, the device of the invention includes a force measuring locking anchor pipe with an optical fiber grating buried therein, a force measuring locking anchor pipe with resistance strain gauges pasted therein, a loading ring and a supporting frame, wherein the loading ring and the supporting frame are applied to comparison. The two kinds of force measuring locking anchor pipes are arranged on the supporting frame, so that step-by-step loading tests are carried out, and the measurement results of the tests of the force measuring locking anchor pipes are compared with theoretical values, and therefore, the test performance of the two kinds of the force measuring locking anchor pipes can be analyzed and evaluated.
Owner:CHANGAN UNIV

Attack and defense confrontation simulation system and method based on system structure model

The invention provides an attack and defense confrontation simulation system and method based on a system structure model, which can perform interactive simulation on multiple weapon systems and improve the reference of simulation deduction results, and belongs to the field of attack and defense confrontation simulation. According to the attack and defense confrontation simulation system and method provided by the invention, the system structure model is designed and operated by using a system structure design platform, the system structure model is used for defining function composition, interface relationship and operation logic of each weapon system under the combat service requirements; a combat scene is constructed by using an attack and defense confrontation deduction platform, a force model in the attack and defense confrontation is configured to the weapon system in the system structure model, the force model performs data interaction with the system structure model according to the constructed combat scene for deduction, and an event generated in the combat is output in the deduction process; and the system structure design platform judges the event generated in the combatby using the operation logic of the weapon system, and sends an obtained operation command to the force model of the attack and defense confrontation deduction platform.
Owner:上海烜翊科技有限公司

Sensing system and method for detecting biting force of 3D printing dental implant

The invention belongs to the technical field of medical diagnosis in oral medicine, and relates to a sensing system and method for detecting biting force of a 3D printing dental implant. A titanium plasma nano-coating is smeared around the 3D printing dental implant and a micro-nano sensor is wrapped in the inner layer of the titanium plasma nano-coating; the 3D printing dental implant, which is integrated with the micro-nano sensor, can sense data and signals of the biting force; the data and signals are saved in cloud by virtue of a cloud storage database of intelligent equipment; three-dimensional data of the 3D printing dental implant is acquired through a point cloud data reverse engineering in the cloud storage database of the visible intelligent equipment; and the data and signals in the cloud are analyzed by virtue of the visible intelligent equipment, so that a prevention system for handling the service life of the 3D printing dental implant with the simultaneous participationof a doctor and a patient can be constructed. With the application of the sensing system and method provided by the invention, the attitude to the service life of the 3D printing dental implant is improved; the transfer of medical care equipment from wards or hospitals to homes is achieved; and non-healthy life styles and cost burden of aging populations are reduced.
Owner:HOSPITAL OF STOMATOLOGY SUN YAT SEN UNIV +1

Cervices intraepithelial neoplasia model and model establishing method

InactiveCN101125102ARich sourcesExplore the mechanism of carcinogenesisDiagnosticsSurgeryHuman tumorImmunodeficiency
The present invention relates to a cervical intraepithelial neoplasia model and the method of establishing model, which is characterized in that the cervical intraepithelial neoplasia tissue is embedded in the immunodeficiency mice to establish cervical intraepithelial neoplasia model. The method of establishing model is characterized in that the cervical intraepithelial neoplasia tissue is respectively taken from the biopsy under the vaginoscope and the tissues which are confirmed by the department of pathology and is inoculated subcutaneously in the back of the mice; the immunodeficiency mice of the present invention can overcome the xenoislet immune rejection reaction and receive the transplantation of the human tumor tissues, the tissue model after the transplantation has significant and stable character, short observation period and greater clinical reference significance of the experimental results. The present invention can explore the mechanism of the carcinogenesis of cervical carcinoma by outcome of the pathological process of CIN I, CIN II and CIN III animal models. Furthermore, by observing the period of the outcome of the cervical intraepithelial neoplasia tissue of the animal model, the present invention provides the feasible clinical animal experimental model for reversing the malignant transformation of the CIN I and CIN II lesion tissues.
Owner:ANHUI PROVINCIAL HOSPITAL

Day scale primary productivity estimation method based on photoresponse segmentation characteristics

Disclosed is a day scale primary productivity estimation method based on photoresponse segmentation characteristics. The method includes that (1) a primary productivity in a time period from sunrise to noon is calculated, then the primary productivity is multiplied by 2 to obtain a 'daytime' primary productivity, the primary productivity in the time period from sunrise to noon is divided into two sections, and time lengths corresponding to a first section of middle time t1 and a second section of middle time t2 are Dt1 and Dt2 respectively; (2) instantaneous temperature and radiation which are in daytime and correspond to the t1 and t2 are calculated by an air temperature and radiation diurnal variation formula; (3) an instantaneous photosynthetic rate which the t1 and the t2 correspond to is calculated by a photosynthetic rate model; and (4) the instantaneous photosynthetic rate is combined with the time lengths and a segmentation method is utilized to convert the instantaneous photosynthetic rate to the 'daytime' primary productivity. According to the day scale primary productivity estimation method based on the photoresponse segmentation characteristics, the time scale transformation from 'instant' to 'day' is performed, the 'day' scale primary productivity can be accurately estimated, and the calculating efficiency is greatly improved.
Owner:ZHEJIANG UNIV

Strapdown gravimeter horizontal component error correction method through utilization of gravity field model

The invention belongs to the field of gravity measurement, specifically discloses a strapdown gravimeter horizontal component measurement error correction method through utilization of an earth gravity field model and aims at eliminating a low frequency error in a gravimeter measurement result horizontal component. The low frequency error results from an attitude error. The method comprises the steps of (1), preprocessing original data of a strapdown airborne gravimeter; (2), processing the original data of a GNSS to obtain carrier position, speed and acceleration information; (3), carrying out combined Kalman filtering on the strapdown gravimeter and the GNSS to obtain specific force; (4), computing difference between a specific force result and carrier acceleration of the GNSS to obtaina gravity vector estimated result; (5), carrying out lowpass filtering on the gravity vector result to eliminate a high frequency noise; and (6), carrying out highpass filtering on the gravity vectorresult to eliminate a low frequency part comprising the attitude error and replacing the low frequency part through utilization of a computing result of the earth gravity field model, thereby obtaining a horizontal component estimated result in which the attitude error is eliminated. The method is characterized by good theoretical basis, high operability and simple realization.
Owner:NAT UNIV OF DEFENSE TECH

Detection method of length of cast-in-place pile reinforcement cage based on electromagnetic field intensity testing

The invention discloses a detection method of length of a cast-in-place pile reinforcement cage based on electromagnetic field intensity testing. The detection method comprises the steps of 1) drilling a hole parallel to a cast-in-place pile beside the formed cast-in-place pile; 2) lowering a movable electrode of an integrated magnetic induction sensor to the hole parallel to the cast-in-place pile beside the formed cast-in-place pile at a constant speed through a cable of a cable collection disc; and 3) connecting the integrated magnetic induction sensor with an inverter power source and a computer, determining the magnetic induction intensity of the position through a test probe, and after data processing of the computer, judging the length of the reinforcement cage through the change of the magnetic induction intensity. According to the detection method, the hole parallel to the cast-in-place pile is drilled beside the formed cast-in-place pile, the test probe equipped with the movable electrode is utilized to apply high-voltage high-frequency alternating current generated by an inverter between the hole and the reinforcement cage, the test probe determines the magnetic induction intensity of the position, and the length of the reinforcement cage is judged through the change of the magnetic induction intensity.
Owner:SHANGHAI BAOYE GRP CORP

Design and control method for electric power prefabricated comprehensive pipe gallery in soft soil foundation under traffic load

PendingCN114091156APerfecting the Structural Analysis TheoryEveal force characteristicsGeometric CADArtificial islandsEnergy transferStructural engineering
The invention belongs to the technical field of urban underground comprehensive pipe gallery construction and management, and discloses a design and control method for an electric power prefabricated comprehensive pipe gallery in a soft soil foundation under traffic load. The design and control method for the electric prefabricated comprehensive pipe gallery in the soft soil foundation under the traffic load comprises the steps that the dynamic response characteristics of the prefabricated comprehensive pipe gallery in the soft soil foundation under the traffic load are determined; determining the energy transfer and deformation mechanism of the prefabricated pipe gallery system in the soft soil foundation under the traffic load; and determining an analysis theory and a calculation method of the underground comprehensive pipe gallery in the soft soil foundation under the traffic load. According to the invention, the power reaction and soft soil-pipe gallery power interaction of the prefabricated underground pipe gallery in the soft soil foundation under the traffic load are researched for the first time, and the stress deformation mechanism and the damage mode of the soft soil foundation pipe gallery structure under the traffic load are disclosed; the analysis theory of the prefabricated comprehensive pipe gallery structure is perfected, an analysis model, a calculation technology and a control method of the prefabricated comprehensive pipe gallery in the soft soil foundation under the traffic load are provided, and a theoretical basis is provided for pipe gallery design.
Owner:STATE GRID HUNAN ELECTRIC POWER

Frequency variable permeation device for broken rock water and sediment two-phase seepage

PendingCN110160938ASimple structureStable and continuous collectionPermeability/surface area analysisPermeameterRock sample
The invention discloses a frequency variable permeation device for broken rock water and sediment two-phase seepage and belongs to the technical field of a penetration test. The frequency variable permeation device for the broken rock water and sediment two-phase seepage comprises a permeameter and a pressure control device. A broken rock storage cavity is set in the permeameter. The broken rock storage cavity is equipped with at least one group of corresponding water and sediment storage cavity and filtering device. The water and sediment storage cavity is equipped with a pressure head and afirst liquid inlet pipe. The filtering device is equipped with a first liquid outlet pipe. The pressure control device comprises an upper cylinder and a lower cylinder. The lower cylinder is equippedwith a second liquid inlet pipe and a second liquid outlet pipe. The second liquid outlet pipe is connected with the first liquid inlet pipe. A stirring device is set in the lower cylinder. A piston is set above the stirring device. A piston rod is connected with a speed controller. According to the frequency variable permeation device for the broken rock water and sediment two-phase seepage, testaccuracy and stability are improved, speed is adjustable, axial loading is finished, and water pressure is uniformly distributed on a broken rock sample.
Owner:LIAONING TECHNICAL UNIVERSITY

Correction Method of Horizontal Component Error of Strapdown Gravity Meter Using Gravity Field Model

The invention belongs to the field of gravity measurement, specifically discloses a strapdown gravimeter horizontal component measurement error correction method through utilization of an earth gravity field model and aims at eliminating a low frequency error in a gravimeter measurement result horizontal component. The low frequency error results from an attitude error. The method comprises the steps of (1), preprocessing original data of a strapdown airborne gravimeter; (2), processing the original data of a GNSS to obtain carrier position, speed and acceleration information; (3), carrying out combined Kalman filtering on the strapdown gravimeter and the GNSS to obtain specific force; (4), computing difference between a specific force result and carrier acceleration of the GNSS to obtaina gravity vector estimated result; (5), carrying out lowpass filtering on the gravity vector result to eliminate a high frequency noise; and (6), carrying out highpass filtering on the gravity vectorresult to eliminate a low frequency part comprising the attitude error and replacing the low frequency part through utilization of a computing result of the earth gravity field model, thereby obtaining a horizontal component estimated result in which the attitude error is eliminated. The method is characterized by good theoretical basis, high operability and simple realization.
Owner:NAT UNIV OF DEFENSE TECH
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