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63 results about "Stress functions" patented technology

In linear elasticity, the equations describing the deformation of an elastic body subject only to surface forces (&/or body forces that could be expressed as potentials) on the boundary are (using index notation) the equilibrium equation: σᵢⱼ,ᵢ=0 where σ is the stress tensor, and the Beltrami-Michell compatibility equations: σᵢⱼ,ₖₖ+1/(1+ν)σₖₖ,ᵢⱼ=0 A general solution of these equations may be expressed in terms the Beltrami stress tensor.

Pipe sleeve anti-rotary dentistry implant

The invention relates to a dental implant, comprising an implant part, an abutment part and a central positioning bolt, which is characterized in that a peripheral cylindrical spiral body of the implant part is divided into three sections of an implant shoulder part, an implant main body part and an implant cone part, a self-tapping slot is formed on the cone part, an inner hole which can be inserted in the abutment part to form the inner intubation sleeve type connection is formed therein; the inner hole is divided into the upper section of a conical part, the middle section of an implant inner hole deep part and the lower section of an implant inner thread with the diameter less than that of the middle section; the abutment part is a rotary body which is sequentially reverse conical, positive curved, positive conical and cylindrical from top to bottom at the periphery, the abutment part can be a solid body and can also be the rotating body with a through hole which can be equipped with the central positioning bolt at the center, and the periphery thereof is a circular table which is sequentially reverse conical, positive curved, positive conical and cylindrical. The dental implant of the invention has rapid implantation, great strength, tight positioning and early retention, which can prevent the rotation, transfer the scattered bite force and scatter the stress function of the central bolt.
Owner:FOURTH MILITARY MEDICAL UNIVERSITY

Well cementation cement sheath integrity analysis and forecast method and device

ActiveCN106991235AComprehensive consideration of elasticity and plasticityAccurately reflectGeometric CADDesign optimisation/simulationPredictive methodsStress functions
The invention provides a well cementation cement sheath integrity analysis and forecast method and device. The method comprises the steps that under a homogeneous crustal stress field, and based on the elastic thick wall cylinder theory and Mohr-Coulomb plastic yield guidelines respectively, the stress distribution and the displacement distribution of an elastic area of the well pitshaft and the stress distribution and the displacement distribution of the plasticity of the pitshaft area are calculated and obtained, the pitshaft area comprises a casing pipe, a cement ring and the surrounding rocks distributed from the inside to the outside; the stress distribution and the displacement distribution of the well pitshaft under the inhomogeneous stress field using the Airy stress function are calculated and obtained, the homogeneous stress field and inhomogeneous stress field are linearly overlaid and the result is the original stress field; the stress distribution and the displacement distribution of the pitshaft plastic area, and the stress distribution and displacement distribution of the pitshaft under the inhomogeneous stress field are utilized and linearly super-imposed to obtain the total stress distribution and displacement distribution in the pitshaft, which is used for the analysis and forecasting of cement sheath integrity. The well cementation cement sheath integrity analysis and forecast method and device take into account the cement sheath elastic plasticity, to reflect the work conditions of the real well bottom.
Owner:BC P INC CHINA NAT PETROLEUM CORP +2

Novel bidirectional inverted-T-shaped beam combined floor

The invention provides a novel bidirectional inverted-T-shaped beam combined floor which is applied to building structures in the engineering field. The novel bidirectional inverted-T-shaped beam combined floor comprises octothorpe-shaped components which are composed of a plurality of inverted-T-shaped steel beams. A plurality of small holes are sequentially formed in webs of the inverted-T-shaped steel beams of the octothorpe-shaped components. Steel bars are arranged between the small holes in the webs of the inverted-T-shaped steel beams in a crossed mode. The multiple octothorpe-shaped components form a bidirectional steel rib structure through splicing joints, and the bidirectional steel rib structure has a stress function during construction. Light prefabricated plates serving as a permanent formwork of the floor sequentially arranged in all cells of the bidirectional steel rib structure, and concrete is evenly poured on the bidirectional steel rib structure and the light prefabricated plates. The novel bidirectional inverted-T-shaped beam combined floor has the characteristics of being high in strength and rigidity and good in ductility; and formwork supporting is not needed, construction is easy, operation is easy, the self weight is low, the height of a structural layer is small, the effective service space is increased, and the economic benefits are good.
Owner:CHINA UNIV OF MINING & TECH

Large deformation flexible body dynamic stress measurement information conversion method based on neural networks

The invention discloses a large deformation flexible body dynamic stress measurement information conversion method based on neural networks, and belongs to the field of parachute measurement technologies and computer machine learning. The method is applied to the stress measurement in the movement process of a large deformation flexible body and especially applied to the stress measurement information conversion in the inflation process of parachutes, hovercrafts and the like. The method mainly includes the following steps of firstly, conducting voltage-stress calibration; secondly, filtering calibration data; thirdly, establishing a voltage-stress function; fourthly, obtaining voltage data under the actual environment and conducting filtering; fifthly, establishing the large deformation flexible body dynamic measurement data conversion neural network; sixthly, using the data training neural network under the actual environment; seventhly, obtaining and outputting stress information obtained through conversion. The voltage-stress information conversion is conducted through the neural networks, the calculation complexity is low, the conversion accuracy is high, and the method can be effectively applied to the dynamic stress measurement information conversion of the large deformation flexible body.
Owner:NANJING UNIV OF AERONAUTICS & ASTRONAUTICS

Structure and method of using step electrodes to realize nanometer beam drive and pressure resistance detection

The invention relates to a structure and a method of using step electrodes to realize nanometer beam drive and pressure resistance detection, which are characterized in that a metal electrode on the upper part of the nanometer beam is of step-shape; the clearance between the two ends of the electrode and the nanometer beam is smaller than 100 nanometers; while the electrode clearance in the middlepart is between 1 and 2 microns. An MIS capacitor structure is formed between the two ends of the step electrode and the nanometer beam. When the voltage between the step electrode and the nanometerbeam exceeds the threshold voltage of the MIS capacitor, a space charge area below the MIS capacitor achieves the maximum value; and the resistance under the space charge area is only a stress function, which can be used for detecting the pressure resistance of the nanometer beam. The central part of the step electrode has small effect on the resistance value of the nanometer beam due to the largeclearance; the drive efficiency of the central part to the nanometer beam is high; and the central part is used for realizing static drive on the nanometer beam.
Owner:SHANGHAI INST OF MICROSYSTEM & INFORMATION TECH CHINESE ACAD OF SCI

Method for evaluating reliability of straight gear transmission system

ActiveCN105138794AReflect failure dependenciesReasonably reflect the service history effectSpecial data processing applicationsTime domainNormal density
The invention relates to a method for evaluating reliability of a straight gear transmission system. According to the method, the numbers of teeth of all gears, the static strength probability density functions of all the gears and the stress functions of all the pairs of meshing gears in the straight gear transmission system are acquired, the load spectrum of loads borne by the straight gear transmission system is obtained, and the probability density function of the stress amplitude of the load courses is obtained according to the load spectrum of the loads borne by the straight gear transmission system; the straight gear transmission system bearing the loads successively along with time evolution serves as a series system, namely, a time-domain series system in four-dimensional space-time, the reliability of all the pairs of meshing teeth is expanded to the reliability of the meshing gears, a reliability model of the meshing gears of the straight gear transmission system under the different load courses is established through a statistical averaging method, the reliability of all the pairs of meshing gears of the straight gear transmission system is calculated through the reliability model of the meshing gears of the straight gear transmission system under the different load courses according to the obtained load spectrum of the loads borne by the straight gear transmission system, and then the reliability of the straight gear transmission system is evaluated.
Owner:NORTHEASTERN UNIV

Stress-dependent coarse-grained soil seepage deformation characteristic tester and test method

The invention discloses a stress-dependent coarse-grained soil seepage deformation characteristic tester and a test method, and belongs to the field of rock-soil body seepage deformation parameter test. The stress-dependent coarse-grained soil seepage deformation characteristic tester aims to solve the technical problem that the change rule of a coarse-grained soil seepage deformation hydraulic slope and the measurement of a seepage coefficient after seepage deformation is carried out under the function of different stresses are investigated, wherein applied pressure is controlled through the air pressure of a pressure chamber, and the quick saturation of the coarse-grained soil can be achieved by an air extractor through the injection of air-free water. In a test process, the hydraulic slopes under different stress functions are obtained through a specific value of the reading difference of two piezometer tubes and the distance, and the change rule of the hydraulic slope along with stress change is analyzed. Flow changes in a testing process are recorded to obtain the seepage coefficient after the seepage deformation is carried out. The device has the advantages of simple and reasonable structure and convenience in operation and is mainly used for fields including civil engineering, water conservancy engineering and the like.
Owner:CHANGSHA UNIVERSITY OF SCIENCE AND TECHNOLOGY

Material point method-based stochastic dynamics analysis method applied to explosion shock engineering

The invention provides a material point method-based stochastic dynamics analysis method applied to explosion shock engineering. The method comprises the steps of building an engineering physical model; determining stochastic variables and performing discretization; dividing a background grid for a calculation domain; calculating a node load of the background grid, solving a momentum equation, andcalculating first-order and second-order partial derivatives of an accelerated speed of a grid node and an accelerated speed of a material point to basic stochastic variables; updating the position and speed of the material point and first-order and second-order partial derivatives of the position and speed of the material point to the basic stochastic variables; calculating a strain increment and a spin rate increment of the material point; calculating the density of the material point; according to a constitutive model, updating a stress of the material point and first-order and second-order partial derivatives of a stress function to the basic stochastic variables; according to a state equation model, updating a pressure and first-order and second-order partial derivatives of a pressure function to the basic stochastic variables; and calculating a structure stochastic response result. The defects of a conventional numerical calculation method in researching nonlinear problems of explosion, impact and the like are overcome.
Owner:HARBIN ENG UNIV

Residual stress prediction method, device, server and storage medium

The embodiment of the invention discloses a residual stress prediction method, a residual stress prediction device, a server and a storage medium. The method comprises the following steps: constructing a stress function; symmetrically extending the stress function to construct a periodic function; expanding the periodic function by using a group of preset-order trigonometric series; respectively calculating a first deformation profile of the cutting surface by taking each order of trigonometric series as a residual stress value; fitting the first deformation profile with a second deformation profile obtained by experimental measurement to determine a coefficient corresponding to each triangular series; confirming the expression of the stress function according to the coefficient corresponding to each order of trigonometric series; and calculating by taking the distance between the point to be measured and the notch end of the test part as the input value of the stress function so as topredict the residual stress of the point to be measured. According to the technical scheme provided by the embodiment of the invention, the problem of inaccurate profile data obtained by measurementis solved. The batch calculation can be realized for residual stress distribution of test parts with the same geometrical shape.
Owner:HARBIN INST OF TECH SHENZHEN GRADUATE SCHOOL

Member residual stress field prediction method based on limited test points

InactiveCN104848969AAvoid destroying experimentsEnsure Stress ContinuityForce measurementStress functionsDiscretization
The invention discloses a member residual stress field prediction method based on limited test points. The method comprises the following steps: 1, carrying out structural discretization; 2, classifying unit nodes, establishing a displacement shape function matrix and a unit stress function matrix, and then solving a unit matrix; 3, according to the unit matrix, establishing a stress shape particle residual stress vector array and an integral node load array, and solving an integral matrix; 4, according to the rank of the integral matrix, determining the number, distribution and testing of experiment test points; 5, according to a tested residual stress experiment result as a residual stress boundary condition, solving all stress shape particle residual stress; and 6, according to the stress shape particle residual stress and the unit stress function matrix, solving non-stress shape particle residual stress so as to obtain a residual stress field of a member. According to the invention, the residual stress of the member can be accurately predicted without restrictions of the material and the structural shape of the member, and the method has obvious advantages especially in a manufacturing process of an unknown member and residual stress prediction of a complex member.
Owner:HUAZHONG UNIV OF SCI & TECH

Discrimination method of stability potential energy of overburden strata in metal mine supported by artificial pillars

The invention provides a discrimination method of the stability potential energy of an overburden strata in metal mine supported by artificial pillars. A goaf overburden strata model is established, when the width of a goaf is larger than the length, the model is simplified to a thin section simply supported beam model, and stress distributions generated by the support force and tectonic stress ofa beam are calculated respectively; when the strata only supported by the beam, a plane-coordinate system is built, the stress function on a plane is calculated, and components of stress are obtained; when the strata is only subjected to the tectonic stress, the components of stress are calculated; when the strata is subjected to the combined action of the supporting force and the tectonic stress, the generated total stress distribution is calculated when the strata is subjected to the combined action of the supporting force and the tectonic stress, the potential energy of the whole strata is calculated, and the stability potential energy of the overburden strata in metal mine supported by artificial pillars is discriminated. The method can be used for analyzing the stress distribution and concentration degree, changing by the artificial pillars, of the goaf overburden strata, and meanwhile the stability of the goaf overburden strata is judged under supporting of the artificial pillars.
Owner:JIANGXI UNIV OF SCI & TECH

Method and apparatus for detecting relation between evanescent field and Goos-Hanchen displacement, and optical device

The invention is applied to the technical field of optics, and provides a method and apparatus for detecting a relation between an evanescent field and Goos-Hanchen displacement, and an optical device. The method comprises the following steps: according to physical meanings of a stress function and a potential field function of light in the evanescent field, obtaining a potential field function of the evanescent field for total-reflection light; through combination with the potential field function of the evanescent field for the total-reflection light, obtaining a wave function of the total-reflection light after perturbation through a Schrodinger equation; and comparing the wave function of the total-reflection light after the perturbation with a wave function of free total-reflection light without an evanescent field effect, and the total-reflection light obtaining momentum having the same momentum property as the evanescent field under the effect of the evanescent field. According to the invention, better regulation and control of the Goos-Hanchen displacement can be realized, and the Goos-Hanchen displacement can be better applied to such fields as optical sensors, all-optical switches, light beam displacement modulators and the like.
Owner:NANKAI UNIV

A Two-way Inverted T Beam Composite Floor Slab

The invention provides a novel bidirectional inverted-T-shaped beam combined floor which is applied to building structures in the engineering field. The novel bidirectional inverted-T-shaped beam combined floor comprises octothorpe-shaped components which are composed of a plurality of inverted-T-shaped steel beams. A plurality of small holes are sequentially formed in webs of the inverted-T-shaped steel beams of the octothorpe-shaped components. Steel bars are arranged between the small holes in the webs of the inverted-T-shaped steel beams in a crossed mode. The multiple octothorpe-shaped components form a bidirectional steel rib structure through splicing joints, and the bidirectional steel rib structure has a stress function during construction. Light prefabricated plates serving as a permanent formwork of the floor sequentially arranged in all cells of the bidirectional steel rib structure, and concrete is evenly poured on the bidirectional steel rib structure and the light prefabricated plates. The novel bidirectional inverted-T-shaped beam combined floor has the characteristics of being high in strength and rigidity and good in ductility; and formwork supporting is not needed, construction is easy, operation is easy, the self weight is low, the height of a structural layer is small, the effective service space is increased, and the economic benefits are good.
Owner:CHINA UNIV OF MINING & TECH
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