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47 results about "Yield surface" patented technology

A yield surface is a five-dimensional surface in the six-dimensional space of stresses. The yield surface is usually convex and the state of stress of inside the yield surface is elastic. When the stress state lies on the surface the material is said to have reached its yield point and the material is said to have become plastic. Further deformation of the material causes the stress state to remain on the yield surface, even though the shape and size of the surface may change as the plastic deformation evolves.

Normalization method for fatigue characteristics of asphalt mixture under different stress states

The invention discloses a normalization method for fatigue characteristics of an asphalt mixture under different stress states. The strength yield surface of the asphalt mixture based on a yield criterion is established by combining strength and fatigue test at different loading speeds under different stress states with a Desai strength yield surface model, a fatigue characteristic analysis technology based on the yield criterion is provided, and a normalization model for the fatigue characteristics of the asphalt mixture in different stress states is obtained. The fatigue characteristic analysis technology and the normalization model can be used to eliminate a difference between the fatigue test results of the asphalt mixture under different test conditions and make up for the deficiencyof no accurate evaluation of the fatigue performances of the asphalt mixture in traditional S-N fatigue equation; and the method realizes the unified expression of the fatigue performances of the asphalt mixture under different test conditions, and provides a theoretical, technologic and technical basis for realizing the scientific transformation from material fatigue to structural fatigue.
Owner:CHANGSHA UNIVERSITY OF SCIENCE AND TECHNOLOGY

Method for determining shear yield surface and volume yield surface of geotechnical materials

The invention relates to a method for determining the shear yield surface and the volume yield surface of geotechnical materials, and relates to the technical field of measuring solid deformation. Inorder to judge stress yield of the geotechnical materials, the shear yield surface is fitted by a quadratic polynomial, and the volume yield surface is fitted by an ellipse and a hyperbola; parametricregression of the shear yield condition of the quadratic polynomial is conducted through a constant average stress triaxial test and a conventional triaxial compression test; parametric regression ofthe volume yield conditions of the ellipse and the hyperbola is conducted through an undrained constant average stress triaxial test and the conventional triaxial compression test; a regression curveof the yield surfaces is drawn according to the shear yield condition, the volume yield conditions and relevant parameters; and according to specific response values of the shear yield condition andthe volume yield conditions in engineering, whether shear yield or volume yield occurs in the geotechnical materials or not is evaluated. According to the method for determining the shear yield surface and the volume yield surface of the geotechnical materials, whether yield of the geotechnical materials exists after stress or not can be judged in engineering, corresponding measures are taken to prevent material damage and collapse accidents.
Owner:GUANGXI UNIV

Plasmonic multicolor meta-hologram

A phase-modulated optical component for the visible spectrum is provided and is capable of producing images in three primary colors. The phase-modulated optical component is primarily structured by a plurality of aluminum nanorods that are arranged in several two-dimensional arrays to form a plurality of pixels. The nanorods can yield surface plasmon resonances in red, green and blue light. By tuning the nanorod size in the arrays, the wavelength-dependent reflectance thereof can be varied across the visible spectrum, thereby realizing wavelength division multiplexing operations for the phase-modulated optical component.
Owner:ACAD SINIC

An elastic-viscous-plastic constitutive model construction method considering complex nonlinear behaviors of a fiber reinforced composite material

ActiveCN109902362APredicting Complex Nonlinear Elastoviscoplastic BehaviorSustainable transportationSpecial data processing applicationsFiber-reinforced compositeYield surface
The invention discloses an elastic-viscous-plastic constitutive model construction method considering complex nonlinear behaviors of a fiber reinforced composite material, which comprises the following steps: constructing a viscoplastic potential function considering the influences of stretching, compression yield asymmetry and hydrostatic pressure of the composite material, and obtaining the viscoplastic strain in an incremental form through a non-associated flow criterion; Defining a dynamic yield surface based on an overstress function, and considering the difference of isotropic hardeningof the material under stretching and compression and the rate correlation effect of the dynamic yield surface; And considering the existence of lagging elastic deformation, defining the relationship between the overstress function at the loading stage and the relaxation stage and the equivalent viscoplastic strain rate, and forming an elastic-viscoplastic constitutive model for describing the complex nonlinear behavior of the composite material. The method can effectively describe the elastic-viscoplastic behavior of the fiber reinforced composite material, and can be applied to the scientificresearch and engineering technical fields of development of a continuous constitutive model of a commercial finite element software composite material, analysis and optimization of mechanical properties of a composite material engineering structure and the like.
Owner:NANJING UNIV OF SCI & TECH

Collapsible loess foundation stress-strain simulating method for overhead transmission line

The invention discloses a collapsible loess foundation stress-strain simulating method for an overhead transmission line. The collapsible loess foundation stress-strain simulating method for the overhead transmission line comprises the following steps: (1) according to results of an indoor compression test and a constant-pressure consolidated undrained test of a saturated remoulded loess sample, measuring and recording average stress or axial stress of the tests, and drawing an e-lgp curve of the indoor compression test and a soil body stress-strain relationship curve and an lnv-lnp curve of the constant-pressure consolidated undrained test; (2) respectively determining the early consolidation stress of a soil body and material constants and the like involved in a constitutive model boundary surface equation, and obtaining a boundary surface equation of remoulded soil by utilizing a modified Cam-Clay model; (3) controlling the size of a yield surface and the change of a central position by adopting an associated flow rule and combining isotropic hardening and kinematic hardening rules, and solving plasticity modulus and determining a constitutive model through interpolation calculation of the distance between a current stress point and an image stress point; (4) selecting suitable soil body parameters and a state variable initial value to make a simulation result accord with the result of an undisturbed soil constant-pressure consolidated undrained shear test.
Owner:STATE GRID CORP OF CHINA +2

Landslide disaster scene simulation method based on material point method

ActiveCN109992830ASimulation of different hardening propertiesSimulated liquidityDesign optimisation/simulationSpecial data processing applicationsInterior point methodLandslide
The invention discloses a landslide disaster scene simulation method based on a material point method. The method comprises the following steps: 1) modeling and drawing a disaster phenomenon of the landslide in the field of computer graphics; 2) improving a yield surface criterion on the basis of a traditional MPM method, and introducing a modified Cambridge model. and 3) proposing a bidirectionalcoupling model based on the action of the granular material and the rigid body of MPM so that the soil-rock interaction in the landslide process is more real, and the efficiency of large-scale complex disaster scene simulation is improved. The landslide disaster scene simulation method solves the problem of landslide disaster scene simulation deficiency in computer graphics, and can simulate themovement between soil particles, the collision between stone rigid bodies and the coupling phenomenon between the soil particles and the stone rigid bodies in the landslide occurrence process.
Owner:ZHEJIANG UNIV

Method for determining yielding surface by crossed pre-stretching deformation and loading

ActiveCN107271273AReflect the evolution law of the yield surfaceStrongly Anisotropic Mechanical BehaviorMaterial strength using tensile/compressive forcesStress pointTest sample
The invention discloses a method for determining a yielding surface by crossed pre-stretching deformation and loading. The method mainly comprises the following steps: determining an initial yielding surface and a subsequent yielding surface; determining the yielding surface by adopting a loading path of carrying out pre-stretching deformation in one direction and then carrying out stretching deformation in the other direction. In the step of determining the initial yielding surface, firstly, a crossed stretching test sample is stretched to selected different stress points along one direction to keep load and then is stretched until the test sample is broken from the other direction; the initial yielding surface is drawn according to obtained yielding strength value; in the step of determining the subsequent yielding surface, firstly, the crossed stretching test sample is stretched to a selected pre-stretching point along a rolling direction and then is unloaded to zero or is unloaded to the selected different stress points; then the next step of a loading manner is selected according to different unloading manners to obtain the corresponding yielding strength value for drawing the subsequent yielding surface. The method disclosed by the invention can be used for reflecting an evolution law of the yielding surface in biaxial loading of a sheet material very well and can be used for effectively characterizing anisotropic mechanical behaviors of plastic deformation of a metal material.
Owner:YANSHAN UNIV

Phase field material point method for large deformation fracture analysis of rock-soil structure

The invention belongs to the field of computational mechanics, and provides a phase field material point method for large deformation fracture analysis of a rock-soil structure, which considers the complex fracture phenomenon of brittleness-to-plasticity transformation of a high-porosity rock-soil material under the action of complex external factors, and widens the application range of the material point method in the field of solid material fracture. According to the method, a phase field fracture model is adopted as a damage function, so that a complex crack propagation path can be accurately and efficiently captured, and a smooth double-yield-surface Drucker-Prager cap plastic constitutive model is adopted to accurately and comprehensively describe complex mechanical behaviors of the pressure-sensitive geotechnical material; and the coupling effect of the phase field fracture model and the plastic constitutive model is realized by introducing the phase field effective stress. In addition, a CPDI interpolation method is adopted to improve the numerical stability and the boundary application accuracy, and an interlaced iteration solution strategy is implemented to improve the calculation efficiency and reduce the numerical implementation complexity.
Owner:DALIAN UNIV OF TECH

Variable-stiffness wind-resistant support for seismic isolation layer and mounting method of variable-stiffness wind-resistant support

The invention relates to a variable stiffness wind-resistant support for a shock-isolation layer, which comprises an upper connecting steel plate arranged above and a lower connecting steel plate arranged below, and several Wind-resistant steel plate, the wind-resistant steel plate is X-shaped with wide upper and lower ends and a retracted middle part, and the front and rear sides of the central retracted part of the wind-resistant steel plate are provided with circular arc surface notches for forming a weak yield surface ; The present invention also relates to an installation method for variable stiffness wind-resistant bearings used in shock-isolation layers. The structure design of the present invention is simple and reasonable, low in cost and superior in performance. It adopts the form of independent wind-resistant support, does not increase the installation difficulty of the original shock-isolation support, is convenient to disassemble, and makes full use of the characteristics of steel. To achieve the purpose of wind resistance without affecting the effect of seismic isolation, it can effectively solve the problem of wind resistance of seismic isolation buildings, and has broad application prospects.
Owner:FUZHOU UNIV

Complete water and soil coupling based land subsidence information processing method

The invention relates to a complete water and soil coupling based land subsidence information processing method. The complete water and soil coupling based land subsidence information processing method includes steps of 1) detecting soil state to acquire soil layer stress information through a detecting module and transmitting the information to a discretization module and subsidence calculating module; 2) discretizing control equation, balance equation and continuity equation of complete water and soil coupling theory by the discretization module according to soil layer stress information and transmitting to the subsidence calculating module; 3) calculating complete water and soil coupling on the basis of a subloading cam-clay model by means of a finite element method according to the soil layer stress information and the control equation, the balance equation and the continuity equation subjected to discretization, and acquiring subsidence displacement increment. Compared with the prior art, characteristics of unloading and reloading of clay can be reasonably described, stress drifting from a yield surface can be accurately avoided on the basis of complete implicit-expression backward Euler diagram return algorithm during stress updating calculation, so it is unnecessary to judge whether to achieve yield or not by means of integral algorithm .
Owner:TONGJI UNIV

Method for producing improved rubberized concrete using waste rubber tires

Partial oxidation of crumb rubber derived from environmental hazardous waste tires yields surface treated crumb rubber which are used as blending stocks for making rubberized concrete with substantially improved mechanical strength as compared to the conventional rubberized concrete. The chemically more active rubber surface becomes hydrophilic, so it interacts with the hydrophilic surface of surrounding cement matrix much stronger. The mechanically improved rubberized concrete is more versatile than conventional rubberized concrete.
Owner:SHIN CHUANG TECH CO LTD

Establishment method for fiber mixed concrete compressive strength destroying rule

InactiveCN105678018AApply compressive strength failure criteriaThe brief introduction is clearGeometric CADSpecial data processing applicationsFiberYield surface
The invention discloses an establishment method for a fiber mixed concrete compressive strength destroying rule. The establishment method is based on a classic W-W five-parameter model, and comprises the following steps: using a special parameter demarcating method, introducing influence coefficients eta t and eta c of deviatoric stress which is applied by fiber to pull and compress meridian lines, and then fitting the influence coefficients with a fiber characteristic value lambda f to finally obtain the compressive strength destroying rule which is applicable to the fiber mixed concrete. The method is mature in theoretic foundation, clear in principal introduction, convenient in computation step, particularly strong in applicability, and applicable to determination of compressive strength destroying yield surfaces of concrete doped with various fibers in a plurality of doping manners and can obtain the result meeting the requirements for scientific research or engineering application.
Owner:WUHAN UNIV

Wood cross grain pressure-bearing constitutive relation model construction method and device based on wood weak phase structure, and storage medium

The invention provides a wood cross grain pressure-bearing constitutive relation model construction method and device based on a wood weak phase structure, and a storage medium. The method comprises the steps that: the stress-strain relation of wood in the elastic stage is constructed according to the Hooke law of a transverse isotropic material; according to stress characteristics of wood cross grain pressure bearing, equivalent stress causing wood volume deformation in a wood cross grain plane and deviating stress causing wood shear deformation are separated, and a yield surface equation of an elastic-plastic stage in the wood cross grain plane based on the equivalent stress and the deviating stress is constructed; according to a non-correlation flow rule, a plastic flow equation in a wood cross grain plane is constructed; according to the evolutionary relationship of the yield stress along with strain during unidirectional compression of the wood and the relationship between the yield stress during unidirectional compression of the wood and the yield stress during bidirectional compression of the wood, a hardening equation in a wood cross grain plane is constructed; and a stress-strain relationship in a wood rift-grain plane is constructed. The invention can better simulate the compression deformation of the volume when the cross grain of the wood is pressed.
Owner:INST OF WOOD INDUDTRY CHINESE ACAD OF FORESTRY

Method for determining performance state of any point in displacement space of three-dimensional plastic hinge

The present invention discloses a method for determining a performance state of any point in a displacement space of a three-dimensional plastic hinge. The method comprises: 1) determining an initial displacement yield surface of the three-dimensional plastic hinge; 2) determining a displacement performance surface of the three-dimensional plastic hinge; 3) selecting one point O on the initial displacement yield surface, and connecting any one point M in a displacement space to the point O to form a straight line, wherein the straight line intersects with the initial displacement yield surface at one point R and intersects with the displacement performance surface at one point Q, and MR / QR is defined as a correction energy-requiring ratio; according to the correction energy-requiring ratio, determining a performance state of the any one point M of the displacement space. By adopting the method, the performance state of any point in the displacement space of the plastic hinge can be easily determined to judge the performance of an actual structure under the action of a certain load and guide structural design, and the method is particularly applied to the design and the analysis of earthquake resistance of the structure.
Owner:CHONGQING UNIV
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