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71 results about "Force balance equation" patented technology

Method for measuring flexural rigidity of immersed tube tunnel joint

The invention relates to a method for measuring the flexural rigidity of an immersed tube tunnel joint. The method comprises the following steps: 1, applying an axial external water pressure N0 to the immersed tube tunnel joint as an external force applied to a position having a distance of an initial eccentric throw e0 to the neutral axis of the immersed tube tunnel joint; 2, continuously applying prestressed cable pretensions T1 and T2 to the immersed tube tunnel joint; 3, measuring the displacement S0 and the corner theta of a GINA waterstop under the action of N0, T1 and T2; 4, using an immersed tube tunnel joint structure simplification model established by a steel plate and a spring element to calculate the compression amount SF1 and SF2 of the GINA waterstop, the prestressed cable extension amount ST1 and ST2 at a top board and a bottom board, the pressures F1 and F2 of the GINA waterstrop of the top board and the bottom board, and the pulling forces T1 and T2 of the prestressed cables of the bottom plate; and 4, calculating according to a force balancing equation to obtain the flexural rigidity Ktheta of the joint. Compared with the prior art, the method provided by the invention improves the design level and efficiency of the performance of the immersed tube tunnel joint.
Owner:TONGJI UNIV

Calculation method of soil engineering grid tensile force inside multilayer ribbed cushion layer

The invention provides a calculation method of soil engineering grid tensile force inside multilayer ribbed cushion layer; the method comprises the following steps: firstly judging a pile net composite foundation plane layout parameter, then determining equivalent linear distribution loads at a ribbed cushion layer surface, and the like; determining a cross section parameter of a ribbed cushion layer equivalent composite plate structure; and then based on an elastic grade beam analyzing method, determining a ribbed cushion layer deformation equation and an internal force equation from a deformation coordinate boundary condition; based on the ribbed cushion layer deformation equation and the internal force equation, calculating a soil engineering grid tensile force caused by the deformation when the embankment filled earth subsides; based on an internal force balance equation under an embankment filled earth transverse slide threshold status, calculating the soil engineering grid tensile force caused by the embankment transverse slide; and finally, superposing the soil engineering grid tensile forces caused by the embankment filled earth subside deformation and the transverse slide, thereby obtaining the needed soil engineering grid tensile force parameter. In condition that multiple layers of soil engineering grids are laid on the top cushion layer of the pile net composite foundation piles, the calculation method is able to precisely calculate the tensile force parameter of each layer of soil engineering grid inside the cushion layer.
Owner:CHINA RAILWAYS CORPORATION +1

A method and a device for constructing a physical model of a thermodynamic system

The embodiment of the invention provides a method and a device for constructing a physical model of a thermodynamic system. The method comprises the following steps: thermal resistance, thermomotive force and / or an energy source are introduced to construct an equivalent energy flow model of each independent component of the thermodynamic system; the equivalent energy flow model of each independentcomponent is connected through the corresponding isothermal point, and the whole equivalent energy flow model of the thermodynamic system is constructed; Using Kirchhoff's law, the control equationsof energy flow model are established; the dynamic drag equilibrium equations of the working fluid flow process in the thermodynamic system are established; constraint equations between pressure and temperature of working fluid are established; the physical model of the thermodynamic system is constructed by combining the above equations. The method and the device for constructing the physical model of the thermodynamic system provided by the embodiment of the invention effectively combine the visual angle of the energy flow and the working fluid flow analysis, not only reducing the number of the control equations of the model, but also effectively solving the nonlinear coupling relationship among the system variables, and providing convenience for the subsequent model solution.
Owner:TSINGHUA UNIV +1

Evaluation method of shear capacity of aged reinforced concrete beam bridges

ActiveCN109190309AThe prediction method is reasonableGeometric CADComplex mathematical operationsPredictive methodsEngineering
The invention discloses an evaluation method of shear capacity of aged reinforced concrete beam bridges, which obtains an initial time of corrosion of reinforcing bars in concrete based on a Fick second diffusion law, and obtains an action force of reinforcing bars at a shear inclined crack by considering the reduction of the cross-sectional area of the corroded reinforcing bars and the reductionof the yield strength of the reinforcing bars; the compressive strain at the loading position of the beam top is obtained from the assumption of plane section. According to the stress balance equationof shear-compression section of beam, a formula for calculating the height of compression zone of concrete at the top of critical inclined crack is established. By integrating the height of compression zone, the horizontal force of a non-cracked concrete section is obtained, and the action position thereof is determined by the moment relation. Based on the ultimate shear equilibrium theory, the calculation method of shear bearing capacity of aged reinforced concrete beam bridges is put forward according to the element equilibrium relationship of isolator in shear-compression section of beam.The prediction method of the invention is reasonable and has strong popularization, and can provide technical support for safety evaluation of the service concrete beam bridge.
Owner:CHANGSHA UNIVERSITY OF SCIENCE AND TECHNOLOGY

Trajectory planning method for variable speed drop of composite press

The invention relates to a trajectory planning method for variable speed drop of composite press. The trajectory planning method comprises: first, the differential command signals are input in a proportional pilot control valve to control the circulation drop of the press and collect signals of the movable beam displacement, return cylinder pressure and instruction; then, the movable beam displacement is treated by differential method to get the falling velocity signal of movable beam and the mathematical model of valve flow is obtained by training the collected parameters by neural network algorithm; then, combining the force balance equation of the return cylinder and the continuity equation of the flow, a comprehensive mathematical model of the falling system is built; finally, with the error integral of the return cylinder pressure as the optimization index, the improved genetic algorithm is used to optimize the cubic wire interpolation trajectory, and the control trajectory of the moving beam falling is obtained. The trajectory planning method for variable speed drop of composite press adopts the movable beam falling instruction path planning method can effectively avoid the impact of rigid and flexible impact system, restrain the system pressure fluctuations and improve the efficiency and accuracy of trajectory planning activities to enhance the transmission beam falling, improving engineering adaptability.
Owner:FUZHOU UNIV

A method for predicting prestress loss after cracking of concrete reinforcement

The invention discloses a method for predicting the prestress loss after cracking of concrete reinforcement, which simulates the corrosion expansion cracking of concrete by adopting the thick wall thin cylinder theory, and calculates the corrosion expansion force in the cracking process based on the residual tensile stress of cracked concrete and the binding force of non-cracked concrete. The influence of steel strand corrosion on the adhesion between interfaces, concrete binding force and corrosion expansion force is analyzed, and the calculation formula of bond strength of steel strand corrosion is established. Considering the coupling effect of concrete cracking and bond strength degradation caused by corrosion and based on strain coordination and mechanical equilibrium equation, the calculation method of prestress loss of corroded pretensioned concrete members is established. The method for predicting the prestress loss after the concrete reinforcement is cracked can comprehensively consider the coupling effect of factors such as concrete cracking and bond degradation caused by corrosion, and has important guiding significance for the evaluation of the prestress loss of the existing pretensioned concrete beam bridges.
Owner:CHANGSHA UNIVERSITY OF SCIENCE AND TECHNOLOGY

Deep foundation pit enclosure wall stress deformation quick calculating method in consideration of wall soil coupling

The invention provides a deep foundation pit enclosure wall stress deformation quick calculating method in consideration of wall soil coupling; and the method fully considers a coupling relation of wall soil deformation in the foundation pit excavation unloading process, and has the advantages of high calculating efficiency, more accordance with actual conditions and the like. The method comprisesthe following steps: (1) an elastic foundation beam model is built (an elastic beam is adopted to simulate a ground continuous wall, a spring unit is adopted to simulate a support, a soil spring unitis adopted to simulate in-pit soil, and the soil pressure adopts a non-limit soil pressure model), and related calculating parameters are determined; (2) the after-wall soil pressure distribution iscalculated (the supposed wall deformation is firstly calculated as zero); (3) a stress balance equation of the ground continuous wall is calculated to obtain corresponding wall deformation; (4) wall deformation errors calculated by two times are judged to restrain to a set value; and if requirements are not met, the steps (2) to (4) are repeated until the errors are restrained to the set value toobtain a final wall deformation value; and (5) the wall bending moment and shearing force and the after-wall soil pressure distribution are calculated based on the wall deformation value.
Owner:SHANGHAI JIAO TONG UNIV

Reverse shape designing method for elastic object manufacturing

The invention discloses a reverse shape designing method for elastic object manufacturing. The method comprises the following steps that a user assigns a material type, a target shape and a external force set interactively; based on the elastic deformation characteristics of an actual manufactured object, a hyperelastic material model with advanced predictive capacity is used as a representation model of object deformation; based on an asymptotic numerical value method, an advanced non-linear reverse static equilibrium equation is efficiently and precisely resolved, and the obtained shape can be transformed to the target shape designed by the user under a set external force condition; based on expansion of a core algorithm, interactive adjustment of external force, reverse design of multiple object shapes and quick resolving of forward static balance problems are supported; the technology means of quick forming and the like are used for manufacturing actual objects according with the design objects of the user. According to the reverse shape designing method for elastic object manufacturing, shape designing and technology manufacturing are integrated in a seamless mode so that the user can concentrate on designing of the target shape without worrying the influence of elastic deformation on finial product shapes.
Owner:ZHEJIANG UNIV

Construction method of dropper in full-compensatory elastic chain type hanger in contact network of rapid transit railway

The invention relates to a construction method of a dropper in a full-compensatory elastic chain type hanger in a contact network of a rapid transit railway. The construction method comprises the following steps: performing mathematical modeling by taking a contact hanger within any span of an anchor section as an object, wherein each node on a strength-bearing cable corresponds to the position of one dropper, a cable unit is formed between every two nodes, the coordinate of the i-th node is (xi, yi), and the concentrated load of the i-th node is GJi, i=0,1,2...; establishing an entire stiffness matrix of the cable units according to a brand new expression of the cable unit formed between the i-th node and the (i+1)th node and a longitudinal force balancing equation of the i-th node; solving the simultaneous equations, thereby acquiring a vertical coordinate yi of the i-th node; acquiring a length of the dropper corresponding to the i-th node according to a dropper length equation: Ci=yi-Hi; and finally correcting, prefabricating the dropper, determining the mounting position of the dropper and performing construction. The construction method provided by the invention has the advantages that a rounding error generated in the prior art is efficiently avoided and the accuracy of calculated data is higher.
Owner:中铁建电气化局集团南方工程有限公司

Numerical calculation method of internal force of beam string structure

InactiveCN103761425AAvoid complicated numerical calculation processAvoid complexitySpecial data processing applicationsStrain energyEngineering
The invention discloses a numerical calculation method of internal force of a beam string structure. The method includes establishing a force bearing equilibrium equation set on the basis of the method of static equilibrium and section internal force equilibrium, wherein the force bearing equilibrium equation set is an equation set about the equilibrium relation of a section bending moment Mb of an upper-layered beam, a section shearing force Vb of the upper-layered beam, a section axial force Nb of the upper-layered beam in an optional position with abscissa x of a beam string, a section axial force T of a lower-layered cable, an entire section bending moment Mx of the beam string and an entire section shearing force Vx of the beam string in an optional position with abscissa x of a beam string, among; figuring out an expression about the abscissa x of the beam string from the section bending moment Mb of the upper-layer beam, the section shearing force Vb of the upper-layer beam, the section axial force Nb of the upper-layer beam and the section axial force T of the lower-layer cable, by constructing an equation that external work W is equal to a sum of a bending strain energy Ubn of the upper-layer beam, a compressive strain energy Ubn of the upper-layer beam and a tensile strain energy Ucn of the lower-layer cable, according to the principle of real work. By the aid of the method, the component internal forces of the upper-layer beam and lower-layer cable of the beam string structure can be estimated and calculated rapidly and accurately, and data are supplied for section bearing capacity checking.
Owner:TIANJIN UNIV RES INST OF ARCHITECTRUAL DESIGN & URBAN PLANNING

Dynamics modeling method of over-constrained heavy parallel machine tool applied to real-time control

The invention discloses a dynamics modeling method of an over-constrained heavy parallel machine tool applied to real-time control, and belongs to the technical field of machine tool manufacturing. The method includes confirming positions, speed and accelerated speed of driving joints according to the structure of the machine tool, and confirming positions, speed and accelerated speed of component mass centers; building a speed relation between a movable platform and the driving joints; building force balance equations and torque equations of components of the over-constrained heavy parallel machine tool by means of a Newton-Euler method; according to structure parameters of the over-constrained heavy parallel machine tool and axial deformation situation of rod pieces of a branch chain, building a coordination equation of output errors between deformation and the movable platform; and finally combining the force balance equations, the torque equations and the coordination equation and building a dynamics model. The method takes the deformation of a connecting rod with poor rigidity of the heavy parallel machine tool into consideration and solves the problem that a traditional rigid body dynamics model is low in precision, and the built dynamics model meets real-time calculation requirements of a control system.
Owner:TSINGHUA UNIV

Displacement control objective based analytic calculating method of string beam structural internal force

ActiveCN103761367AAvoid complexityAvoid complicated numerical calculation processSpecial data processing applicationsEngineeringDisplacement control
The invention discloses a displacement control objective based analytic calculating method of string beam structural internal force. The analytic calculating method includes: structuring a force-bearing equilibrium equation set based on a structural static equilibrium and section internal force equilibrium, wherein the force-bearing equilibrium equation set is an equation set referring to equilibrium relations among the section bending moment Mb of an upper beam, the section shearing force Vb of the upper beam, the section axial force Nb of the upper beam as well as the section axial force T of a lower cable, the overall section bending moment Mx of the string beam and the overall section shearing force Vx of the string beam, at operational positions wherein the horizontal coordinate of the string beam is x; calculating to acquire a formula about the section bending moment Mb of the upper beam, the section shearing force Vb of the upper beam, the section axial force Nb of the upper beam and the section axial force T of the lower cable upon the horizontal coordinates x of the string beam based on the equation that the mid-span deflection of the structure is equal to the displacement control objective construction. By the application of the calculating method, the internal force of components of the upper beam and the lower cable of the string beam structure can be rapidly and accurately calculated, and data are provided for checking and calculating of section bearing force.
Owner:TIANJIN UNIV RES INST OF ARCHITECTRUAL DESIGN & URBAN PLANNING

Method for calculating turning load of four-point type aircraft landing gear

The invention relates to the field of aircraft landing gear turning load calculation, in particular to a method for calculating turning load of a four-point type aircraft landing gear, and aims to solve the problem that the load of the four-point type aircraft landing gear cannot be precisely calculated by using a conventional aircraft landing gear load calculation method. The method comprises the following steps: establishing a force balance equation of a four-point type aircraft in a turning state in the vertical direction; establishing a pitch moment balance equation of the four-point type aircraft in the turning state; establishing a rolling moment balance equation of the four-point type aircraft in the turning state; and calculating vertical load and lateral load of landing gears. By adopting the method for calculating the turning load of the four-point type aircraft landing gear, as a dynamic balance method is adopted to calculate the load of the four-point type aircraft landing gear, the calculation result is relatively precise, and the portion of vertical load and the lateral load shared by single-side and single landing gears of the aircraft can be relatively really reflected.
Owner:SHENYANG AIRCRAFT DESIGN INST AVIATION IND CORP OF CHINA

Measuring device and measuring method for dynamic braking torque of RV brake system

InactiveCN109060209AThe braking torque is obtained in real timeReduce cost of measurementVehicle testingWork measurementGyroscopeAccelerometer
The invention discloses a measuring device for dynamic braking torque of RV braking system, which comprises a gyroscope, an accelerometer, a strain gauge and a speed encoder. The gyroscope is placed at the position close to the center of mass of the RV to detect the acceleration/deceleration signal of the RV; the accelerometer is installed at the end of the RV to detect the acceleration/deceleration signal of the RV; the strain gauge is arranged at the hook between the tractor and the towed RV, and is used for detecting the tension signal between the tractor and the towed RV; the speed encoderis arranged on the axle of the RV for detecting the angular acceleration signal of the axle of the RV. The strain gauge, gyroscope, speed encoder and accelerometer communication connects acquisitioninstrument; and the acquisition instrument connects to remote computer communication. No brake inspection bench among other equipment is needed for calculating the braking torque . Since detection equipment is already equipped in the original vehicle and no torque sensor is needed, the measurement cost is low. This invention only needs to establish the force balance equation for the RV, to take the moment for the center point of the trailer wheel, and to establish the torque balance equation, so that the braking torque of the vehicle can be obtained in real time, which can provide basic data for further experiments.
Owner:NANJING AUTOMOBILE GROUP CORP +1

Calculation method of grinding force on spherical base surface of tapered roller

The invention discloses a calculation method of grinding force of a spherical base surface of a tapered roller. According to the calculation method, the tapered roller is set to be in rigid contact with two guide wheel discs without sliding at a stable autorotation speed, the rotation speed of an isolating disc is equal to one half of the rotation speed difference between the two guide wheel discs, and the autorotation linear speed of the tapered roller is equal to the difference between the linear speed of the right guide wheel disc and the linear speed of the isolating disc; according to themachining principle of the spherical base surface of the tapered roller, when the spherical base surface of the tapered roller is ground, grinding force is divided into tangential grinding force andnormal grinding force; a force balance equation during grinding of the spherical base surface of the tapered roller is derived; and a grinding contact arc length of the spherical base surface of the tapered roller is calculated, the maximum undeformed cutting thickness is calculated, finally, the grinding force on the spherical base surface of the tapered roller is calculated. The method fully considers the grinding movement track and the forming contact arc length of the tapered roller, is suitable for analyzing the grinding process of the spherical base surface of the tapered roller, promotes the development of a grinding process parameter optimization technology, and improves the grinding machining precision of the tapered roller.
Owner:UNIV OF SHANGHAI FOR SCI & TECH

Hobbing process parameter optimization method based on hobbing cutter spindle vibration response model

The invention discloses a hobbing process parameter optimization method based on a hobbing cutter spindle vibration response model, which comprises the following steps of: analyzing the stress of a hobbing cutter spindle from the perspective of infinitesimal elements on the basis of the Euler beam theory and the mechanical bending deformation of materials, and establishing a hobbing cutter spindleacting force balance equation and a moment balance equation; obtaining a multivariate mathematical function relational expression of inherent frequency of each order of a hob main shaft and hob mainshaft vibration relative to each machining process parameter through solving, classifying hobbing process parameters, determining gear machining process parameters and hob main shaft process parameters, and finally optimizing the machining process process process parameters. According to the method, a mathematical function relational expression between the vibration quantity of the hob main shaftand each machining process parameter is established based on a vibration mechanism. The influence degree of the machining process parameters on hobbing is analyzed, the optimal machining process parameters are obtained, or the machining process parameter value range meeting the hobbing cutter main shaft precision requirement of the hobbing machine is obtained, and therefore the hobbing vibration amount is reduced, and the machining efficiency is improved.
Owner:CHONGQING UNIV

Method for establishing unsaturated large-deformation consolidation analysis mathematical model based on fixed Lagrange coordinate system

The invention discloses a method for establishing an unsaturated large-deformation consolidation analysis mathematical model based on a fixed Lagrange coordinate system, which comprises the followingsteps of establishing a mass conservation equation of unsaturated seepage under an Euler coordinate system; under an Euler coordinate system, establishing a force balance equation; mapping the position water head to a fixed Lagrange coordinate system, and establishing a relation equation of an initial void ratio and an instant void ratio of the loose granular material; obtaining an unsaturated seepage mass conservation equation and a force balance equation based on a fixed Lagrange coordinate system; introducing an unsaturated increment constitutive relation; solving the total differential ofthe instant void ratio, the saturation and the mass moisture content of the loose granular material by utilizing a Cramer method, and deriving in a Lagrange coordinate system; sorting to obtain an unsaturated seepage mass conservation equation and a force balance equation which take total stress and suction force as variables under a fixed Lagrange coordinate system; and under a fixed Lagrange coordinate system, obtaining an unsaturated large-deformation consolidation analysis mathematical model.
Owner:SICHUAN UNIV
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