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35 results about "Compressive stiffness" patented technology

Method considering axial deformation for calculating time-varying meshing stiffness of helical gear

The invention proposes a method considering axial deformation for calculating time-varying meshing stiffness of a helical gear. The method aims at improving the accuracy of calculating the meshing stiffness of the helical gear. The method comprises the implementation steps of calculating the end surface bending stiffness, end surface shearing stiffness, radial compression stiffness and end surfacetooth base stiffness of the helical gear; calculating contact stiffness; calculating the end surface meshing stiffness of a single tooth pair; deducing and calculating axial bending stiffness, axialshearing stiffness and axial tooth base stiffness; calculating the meshing stiffness of the single tooth pair; calculating the time-varying meshing stiffness. According to the method, the influence ofaxial meshing force on the time-varying meshing stiffness of the helical gear is considered, a calculation expression for the quantitative calculation of the axial bending stiffness, axial shearing stiffness and axial tooth base stiffness of the helical gear is deduced, the time-varying meshing stiffness of the helical gear is calculated by combining all the stiffness in the end surface direction, the calculation accuracy is improved, and the method can be used for the dynamic performance analysis and optimization design of the helical gear.
Owner:XIDIAN UNIV

Determination method for predicting material uniaxial constitutive relation through circular ring radial compression energy

The invention discloses a determination method for predicting material uniaxial constitutive relation through circular ring radial compression energy. According to the method, quasi-static pressing loading is carried out on a size-variable circular ring by adopting a compression clamp with a limiting groove, after a continuous load P- displacement V curve is obtained, radial compressive stiffness S of the circular ring is marked though the elastic region data of the load-displacement curve, and the material uniaxial constitutive relation is predicted through post processing. By adopting the method, the defects that both time and labor are consumed since finite element iteration is required to be carried out for multiple times and astringency cannot be evaluated in advance in the prior art are overcome, obtaining of the material uniaxial constitutive relation can be realized simply, conveniently and efficiently and an ideal effect is realized. Particularly, the method has important significance in obtaining of the material uniaxial mechanical properties of important pipeline structures existing in aerospace, nuclear power, high-speed rail, oil and gas transportation and other key projects.
Owner:SOUTHWEST JIAOTONG UNIV

Method for predicting compression rigidity and compression strength of composite material spiral structure by considering geometric nonlinearity

A method for predicting compression rigidity and compression strength of a composite material spiral structure by considering geometrical nonlinearity comprises the following four steps: step 1, defining the geometrical shape and size of the spiral structure of the composite material, and determining a mathematical expression of a relationship among geometrical parameters; 2, carrying out stress analysis on any cross section A, and calculating the deformation and compression rigidity of the composite material spiral structure based on an energy principle; 3, through the compression deformationincrement and the compression load increment in the cumulative loading process, establishing a load displacement relation considering geometric nonlinearity of the composite material spiral structure, and linearly fitting a load displacement curve according to a least square method; 4, deriving a composite material helical structure compression strength analytical expression by adopting principaldirection stress and a TsaiHill failure criterion; the invention is convenient and efficient, and the compression rigidity and the compression strength of the spiral structure of the composite material can be conveniently and quickly predicted only by determining performance parameters and geometrical parameters of component materials.
Owner:BEIHANG UNIV

Analysis method for lateral limit support stiffness of curve beam

The invention discloses an analysis method for lateral limit support stiffness of a curve beam. The method comprises the following steps of building a three-dimensional model of the curve beam by adopting a solid 90 unit in an ANSYS system; setting temperature field parameters including a heat transfer coefficient, specific heat, a concrete surface and air convection coefficient, concrete densityand a temperature gradient; performing grid division; according to different boundaries, applying temperature loads changed with time; solving a temperature field; by adopting a sequential coupling method, converting a thermodynamic analysis unit Solid 90 into a structural analysis unit Solid 95, and loading temperature field solving data as the temperature load together with a vehicle centrifugalforce; performing structural mechanic solving; and adjusting compressive stiffness of lateral limit support, repeating the step for adjusting the compressive stiffness of the lateral support and performing calculation, and comparing calculation results to obtain reasonable lateral limit support stiffness. The structural analysis is performed in combination with the centrifugal force based on thetemperature field analysis; temperature calculation data and centrifugal force data jointly serve as loads and are loaded for calculation; and the actual condition of the curve beam is better met.
Owner:CHINA COMM NORTH ROAD & BRIDGE

Shock absorber capable of changing damping and adjusting mass and rigidity and rigidity quantitative regulation method

ActiveCN111810567APosition vibration precise controlPrecise Control of VibrationNon-rotating vibration suppressionShock absorbersPhysicsCompressive stiffness
The invention discloses a shock absorber capable of changing damping and adjusting mass and rigidity and a rigidity quantitative regulation method. The shock absorber comprises a base, two rubber washers, a mass block, a top end cover, a nut, a screw rod, an internal end cover, a lining, a regulating stopper, a rubber sleeve and a guide rail seat. When a system vibrates, the mass block vibrates under support of the rubber washers to absorb part of energy, and the interior of each of the rubber washers vibrates to consume part of energy, so that the purpose of realizing vibration attenuation ofa main system is realized. Mass regulation of the shock absorber is realized through the number of the mass block; vibration of the external diameter of the lining is controlled through the depth screwed into the regulating stopper to adjust damping of the shock absorber; the top end nut is screwed to adjust the compressing degree of the upper and lower rubber washers; quantitative regulation ofthe shock absorber rigidity is realized according to the relationship of the compression amount and the compressing rigidity of the rubber washers, and a better damping effect is realized without an experiment. The shock absorber is simple and compact in structure, can realize quantitative regulation of rigidity and mass and is wide in applicable range.
Owner:BEIJING UNIV OF TECH

Prestressed variable-stiffness three-dimensional seismic isolation support

InactiveCN113152972ADoes not affect the horizontal vibration isolation effectAchieving Variable Stiffness PropertiesProtective buildings/sheltersShock proofingCompressive stiffnessPre stress
The invention relates to a prestressed variable-stiffness three-dimensional seismic isolation support, and belongs to the field of seismic absorption and isolation of structural engineering. On the basis of a common rubber seismic isolation support, the tensile deformation capacity of the support is enhanced through vertical seams, prestress is applied through nuts, the rubber layer is pulled, meanwhile, springs are pressed, and therefore the prestress variable-rigidity three-dimensional seismic isolation support is formed. According to the prestressed variable-stiffness three-dimensional seismic isolation support, on the basis of the common rubber seismic isolation support, the tensile deformation capacity of the rubber seismic isolation support is enhanced through the vertical seams, then self-balancing pre-tensioning and pre-pressing deformation is applied, the vertical rigidity of the seismic isolation support is mainly controlled by the springs, and when vertical deformation after seismic isolation is larger than pre-tensioning deformation, the vertical rigidity is controlled by the sum of the vertical compression rigidity of the rubber layer and the spring rigidity, so that the variable rigidity characteristic is realized; and meanwhile, vertical seismic isolation does not affect the horizontal seismic isolation effect of the rubber layer, and therefore the three-direction seismic isolation effect is achieved. The prestressed variable-stiffness three-dimensional seismic isolation support does not increase the material cost, is simple in structure, clear in mechanical property parameter and convenient to implement, and can be widely applied to three-dimensional seismic isolation analysis and design of structures.
Owner:BEIJING UNIV OF TECH

Rigid bearing platform lower pile top vertical force calculation method considering foundation pile rigidity distribution difference

The invention discloses a rigid bearing platform lower pile top vertical force calculation method considering a foundation pile rigidity distribution difference. The method comprises the following steps: the bending moment acting on a rigid bearing platform at the top of a foundation pile, the equivalent resultant force of vertical loads and the vertical deformation rigidity of each foundation pile are obtained; and the pile top vertical force is obtained through calculation according to the bending moment, the equivalent resultant force of the vertical load and the vertical deformation rigidity. Aiming at the problem of pile top vertical force calculation when the vertical stiffness of all or part of foundation piles under a rigid foundation is different and the vertical uplift stiffnessand the compressive stiffness of the same foundation pile are different, a complete pile top vertical force calculation formula and a corresponding foundation pile stiffness iterative algorithm are given; on the basis, an automatic algorithm that the vertical force of the pile top changes along with the change of the action direction of the horizontal load is provided for pile foundations needingto consider the action direction of the horizontal load, such as bearing wind load.
Owner:CEEC JIANGSU ELECTRIC POWER DESIGN INST

A Calculation Method for Time-varying Mesh Stiffness of Helical Cylindrical Gears Considering Axial Deformation

The invention proposes a method considering axial deformation for calculating time-varying meshing stiffness of a helical gear. The method aims at improving the accuracy of calculating the meshing stiffness of the helical gear. The method comprises the implementation steps of calculating the end surface bending stiffness, end surface shearing stiffness, radial compression stiffness and end surfacetooth base stiffness of the helical gear; calculating contact stiffness; calculating the end surface meshing stiffness of a single tooth pair; deducing and calculating axial bending stiffness, axialshearing stiffness and axial tooth base stiffness; calculating the meshing stiffness of the single tooth pair; calculating the time-varying meshing stiffness. According to the method, the influence ofaxial meshing force on the time-varying meshing stiffness of the helical gear is considered, a calculation expression for the quantitative calculation of the axial bending stiffness, axial shearing stiffness and axial tooth base stiffness of the helical gear is deduced, the time-varying meshing stiffness of the helical gear is calculated by combining all the stiffness in the end surface direction, the calculation accuracy is improved, and the method can be used for the dynamic performance analysis and optimization design of the helical gear.
Owner:XIDIAN UNIV

A Calculation Method of Time-varying Mesh Stiffness of Planetary Gears Based on Tooth Profile Correction Method

The invention discloses a method for calculating the time-varying meshing stiffness of a planetary gear based on a tooth shape correction method, which belongs to the technical field of mechanical dynamics, fully considers the influence of the tooth shape on the calculation of the comprehensive meshing stiffness, and improves the calculation accuracy of the time-varying meshing stiffness of the planetary gear , including the following specific steps: First, the basic parameters of the sun gear, planetary gear and ring gear should be specified, and then the radius of the sun gear and planetary gear should be r f The relative positional relationship between the +c*m circle and the base circle, clarify the relative positional relationship between the addendum circle and the base circle of the internal gear, and then calculate the meshing stiffness of the individual teeth of the sun gear, planetary gear and internal gear, including Shear stiffness, axial tension and compression stiffness, bending stiffness, contact stiffness and flexible deformation stiffness of the gear base, and finally calculate the comprehensive time-varying meshing stiffness, including the time-varying meshing stiffness of the outer meshing of the sun gear and the planetary gear, the inner ring gear and the planetary gear The inner meshing stiffness of the wheel meshing is time-varying, and the invention has the advantages of simple principle, easy calculation and strong practicability.
Owner:TIANJIN POLYTECHNIC UNIV

Gear pair meshing stiffness calculation method and terminal equipment

The embodiment of the invention discloses a gear pair meshing rigidity calculation method, which specifically comprises the following steps of: equally dividing single gear teeth in a meshing state according to basic geometric parameters and working condition parameters of a gear pair to obtain a plurality of straight tooth slices; according to the basic geometric parameters and the working condition parameters, calculating the load, the friction coefficient and the abrasion loss of each straight tooth slice; according to the load, calculating the friction coefficient and the abrasion loss, the bending rigidity, the axial compression rigidity and the shearing rigidity through adoption of an energy method; according to the bending rigidity, calculating the axial compression rigidity and the shearing rigidity, the single gear tooth rigidity; calculating meshing stiffness of a single pair of gear teeth according to the tooth stiffness of the single gear; calculating the meshing rigidity of the gear pair according to the meshing rigidity of the single pair of gear teeth; and therefore, the influence of friction and abrasion on the meshing rigidity of the helical gear pair is considered, and the meshing rigidity of the helical gear pair is accurately calculated.
Owner:TIANJIN HAISHENG JIAHE ENERGY TECH
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