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50 results about "Computational mechanics" patented technology

Computational mechanics is the discipline concerned with the use of computational methods to study phenomena governed by the principles of mechanics. Before the emergence of computational science (also called scientific computing) as a "third way" besides theoretical and experimental sciences, computational mechanics was widely considered to be a sub-discipline of applied mechanics. It is now considered to be a sub-discipline within computational science.

Computational fluid mechanics-based cerebrovascular reserve capacity simulation system and method

The invention discloses a computational fluid mechanics-based cerebrovascular reserve capacity simulation system and method. The system comprises an image data collection module used for obtaining a computed tomography image of a brain blood vessel of a human body, a blood vessel three-dimensional reconstruction module for performing three-dimensional reconstruction on the computed tomography image, a boundary condition extraction module for performing post-processing on the computed tomography image of the brain blood vessel to obtain boundary information required for simulation, a CFD preprocessing module for performing preprocessing required for numerical simulation on a three-dimensional geometric model of the brain blood vessel, a CFD computing module for performing solving on hemodynamics information of all parts of the three-dimensional geometric model of the brain blood vessel, and a CFD post-processing module for comparing a simulation result with a result measured by the boundary condition extraction module. Hemodynamic feature parameters are adopted as standards for evaluating cerebrovascular reserve capacity, so that the one-sidedness of judgment through a geometric structure of the brain blood vessel is avoided, and noninvasive, quantitative and personalized cerebrovascular reserve capacity evaluation can be realized.
Owner:WUHAN UNIV

Method for inversion calibration of microscopic constitutive parameters of metal material on the basis of nanoindentation and finite element simulation

ActiveCN108645704AAchieving precise quantitative descriptionAvoid the problem of too large set of non-inferior solutionsMaterial strength using tensile/compressive forcesMetallic materialsDisplacement control
The invention discloses a method for inversion calibration of microscopic constitutive parameters of a metal material on the basis of nanoindentation and finite element simulation. The method comprises the following steps: S1, carrying out a nanoindentation test on the surface of the metal material through displacement control so as to obtain an experimental indentation response; S2, establishinga nanoindentation and finiteelement model under an ABAQUS or standard module, and carrying out finiteelement simulation to the process of the nanoindentation test on the metal material mentioned in the step S1 so as to obtain a simulated indentation response; and S3, constructing a multi-objective optimization platform, setting optimization objectives and constraint conditions, acquiring a non-inferior optimal solution set Pareto Front through a multi-objective optimization method based on FMOGA-II algorithm, and determining a unique optimal solution. The method provided by the invention has low cost, is rapid and accurate to calculate, is simple and practicable, is extensively applicable to inversion calibration of microscopic constitutive parameters of multi-metal materials, and has highpractical value in computational mechanics, experimental mechanics and engineering practical application.
Owner:SHANGHAI JIAO TONG UNIV

Active control method for inducting thin-walled pipe fitting to absorb energy

The invention relates to the technical field of structure modal analysis, and discloses an active control method for inducting a thin-walled pipe fitting to absorb energy in order to improve the energy-absorbing capability of an energy-absorbing structure and ensure a stable deformation mode. The active control method comprises acquiring a structure parameter of a thin-walled square pipe to be analyzed; predicting the number of telescoping buckling wrinkles of the thin-walled square pipe under the action of an impact load according to the structure parameter, and calculating the mean force of the thin-walled square pipe when the thin-walled square pipe generates telescoping deformation, the half wave length of an effective plastic hinge and original energy absorption; establishing a finite element model of the thin-walled square pipe, carrying out finite element modal analysis on the thin-walled square pipe, and determining the number of additionally-installed separator plates according to a convergence formula of the number of the additionally-installed separator plates and expected energy absorption; then respectively arranging the additionally-installed separator plates on corresponding vibration mode nodes of a vibration mode graph of a selected higher-order sine buckling mode; establishing a square pipe impact dynamics simulation calculation mechanical model for the improved structure with the additionally-installed separator plates, carrying out simulation analysis, and comparing the previous energy-absorbing characteristic with the optimized energy-absorbing characteristic.
Owner:CENT SOUTH 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

Time discontinuous state-based near-field dynamics method for structure impact elastic-plastic fracture analysis

ActiveCN114186456AEasy to handleOvercome the difficulty of accurately capturing the crack growth pathDesign optimisation/simulationComplex mathematical operationsNeighborhood searchDynamic models
The invention belongs to the field of computational mechanics, and provides a time-discontinuous state-based near-field dynamics method for structural impact elastic-plastic fracture analysis, which introduces a time-discontinuous idea into a state-based near-field dynamics theory, and effectively improves the precision of near-field dynamics explicit dynamic analysis and the capability of accurately predicting structural fracture damage. According to the method, false numerical oscillation caused by a traditional time-history integral method can be effectively controlled by adopting a time-discontinuous explicit time-history integral format, and complex mechanical behaviors of the material under the impact load are simply, conveniently and comprehensively described by adopting an unconventional state-based near-field dynamic model; and the impact fracture failure mode of the structure is effectively represented through a plurality of damage fracture criteria. In addition, a material point neighborhood is constructed and a contact neighborhood is updated by adopting a fast neighborhood search algorithm, so that the calculation efficiency is improved. As a new numerical solution format, the method provided by the invention can be realized by simply modifying an original calculation program, and the numerical implementation complexity is reduced.
Owner:DALIAN UNIV OF TECH

Blocking net working state monitoring and early warning method in combination of computational mechanics and field monitoring

InactiveCN108007499AImprove computing reliabilityDetermining working failure limitsMeasurement devicesDesign standardPull force
The invention provides a blocking net working state monitoring and early warning method in combination of computational mechanics and field monitoring, which belongs to the technical field of blockingnet working state monitoring. Through port engineering design standards, various loads in the blocking net working environment are classified, various load applied to the blocking net are converted to a main rope of the blocking net. Through the computational mechanics method, the main rope of the blocking net after load conversion is subjected to iterative solution, geometric constraint conditions of the main rope of the blocking net are introduced, the tensioning shape of the main rope of the blocking net under effects of various single environment loads or a combined environment load of the blocking net can be solved and the pulling force at a concerned place is solved. Historical monitoring data of each section of the blocking net are selected for comparison and analysis, the workingstrength limit of the blocking net system under effects of various loads is determined, the blocking net system working reliability safety grade is divided, the alarming value and the risk matrix of each section of the blocking net are determined, early warning on the blocking net working state is realized, and a basis is provided for reasonable maintenance on the blocking net.
Owner:DALIAN UNIV OF TECH

Method for determining random distribution carbon nano tube network rigidity thresholds

The invention provides a method for determining random distribution carbon nano tube network rigidity thresholds. The method comprises the steps of (1) establishing a random distribution carbon nano tube network periodic geometric model, and establishing parameters describing geometric topological relation of carbon nano tubes in the network model, that is, the stability; (2) changing the number of the carbon nano tubes under given carbon nano tube geometric parameters to change the network density and calculating the network stability under different densities; (3) determining the network rigidity threshold according to the variation trend of the stability along with the network density. By the aid of the method, the network rigidity threshold is determined through the geometric topological relation among the carbon nano tubes, and the method has the advantages of being capable of guiding experimental studies and production applications of the carbon nano tube network, good for rapid prediction of rigidity thresholds of the carbon nano tube network, capable of reducing the calculation scale and cost through a computational mechanic method, adaptable to development of advanced nano materials and provided with important engineering application values.
Owner:BEIHANG UNIV

High-speed train body random response detection method of confidence interval

The invention relates to a high-speed train body random response detection method of confidence interval, comprising the following steps: a step of expressing nondeterminacy of random vibration and structure parameters of a train and generating a random sample; a step of analyzing the random response sample based on a pseudo excitation method; and a step of carrying out statistic analysis on the random response sample and providing a confidence interval. According to the invention, nondeterminacy of train's structure parameters and randomness of track excitation are both taken into consideration, and statistic analysis of composite random vibration response is carried out. With the combination of an efficient method of computational mechanics and with the application of the pseudo excitation method to take a track spectrum containing statistical information as a motivator, the input problem of random excitation is solved. By the symplectic-mathematics theory, a track model is simplified and a hybrid coordinates equation is established, thus making it possible to calculate a large-capacity sample. Statistics provides a certain confidence level of random response estimation, thus providing a basis for a dynamic design for raising operation safety and comfort of a train.
Owner:CRRC QINGDAO SIFANG CO LTD

Vector limit balance safety coefficient calculation method based on projection direction extreme value

PendingCN114266181AExtend the range of practical applicationsLarge practical application implementation spaceDesign optimisation/simulationEngineeringEquilibrium control
The invention belongs to the technical field of geotechnical engineering computational mechanics, and relates to a vector limit equilibrium safety coefficient calculation method based on a projection direction extreme value. Comprising a sliding surface stress vector calculation sketch of a projection direction extreme value principle theoretical model, an unbalanced vector limit equilibrium control equation establishment implementation process and limit equilibrium safety coefficient K contribution of sliding surface stress vector imbalance in the projection extreme value direction. The stress state plasticity change safety reserve 1 / lambda contributes from non-collinear imbalance to collinear limit equilibrium condition closeness degree coefficient lambda formed in the vector force acting direction in the vertical direction, and the anti-sliding stability safety degree coefficient of the theoretical model is equal to the product of two potential energy ratio extreme value orthogonal direction contribution factors, namely the safety degree coefficient of the theoretical model; according to the method, restrictions of human experience simplified assumed conditions and human uncertain factors in anti-sliding stability calculation of rock and soil slopes or dam foundations are overcome, and calculation and evaluation of the anti-sliding stability safety degree of the complex slip crack surface become an objective, quantitative and reliable theoretical unified model solution.
Owner:TAIYUAN UNIV OF TECH

BIM technology-based design and optimization system for super-thick slab reinforcement support system

The invention discloses a BIM technology-based design optimization system for a steel bar support system of an ultra-thick floor, including: 1) establishing a BIM model of an ultra-thick floor based on a CAD drawing of a project construction, and arranging steel bars for an ultra-thick floor; 2) determining the composition The materials and specifications of the beams and columns made of steel for the steel support system, as well as the connection method, calculate the mechanical properties of the steel and the safety parameters of the connectors, arrange a temporary steel support system between the upper and lower steel bars of the ultra-thick floor, and check the safety; 3) Computational mechanics calculates the steel support system with the least amount of steel that meets the safety requirements. The invention can efficiently, quickly and scientifically solve the objective problems such as difficulties in the design of steel bar supports and unfavorable design structures faced in the construction process, and effectively improve the scientific calculation, material saving and construction safety of temporary supports. It is of great significance to the design and optimization of the temporary support of the bottom slab of high-rise and super high-rise buildings.
Owner:CHINA CONSTR FIRST BUILDING GRP CORP LTD

Optimization method and device for double-arm embracing rod waist ring cable based on firefly algorithm

The invention discloses an optimization method and system of a double-flat arm embracing rod waist ring stay cable based on a firefly algorithm, wherein, the method comprises the following steps: setting the cross-sectional area of the waist ring stay cable as a size variable, the height of each layer of stay cable as a shape variable and the form of each layer of stay cable as a topological variable, and determining the preset value range of each variable; The preset maximum allowable stress of the double-arm embracing bar and cable, the preset maximum allowable displacement of the embrackingrod and the preset minimum allowable buckling factor are used to restrict. The synchronous optimization model is established, and the mass of the lumbar loop cable is taken as the objective function.The improved firefly algorithm is used to optimize the size, shape and topology synchronously. The mechanical properties are analyzed and calculated. The penalty function is used to deal with the constraint conditions and iteratively update the global optimal solution. The optimization method has the advantages of clear logic, concise flow, easy operation, few parameters to be adjusted, high computational efficiency and remarkable optimization effect.
Owner:HEFEI UNIV OF TECH
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