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69 results about "Limit load" patented technology

Limit load is the maximum load that a structure can safely carry. It's the load at which the structure is in a state of incipient plastic collapse. As the load on the structure increases, the displacements increases linearly in the elastic range until the load attains the yield value. Beyond this, the load-displacement response becomes non-linear and the plastic or irreversible part of the displacement increases steadily with the applied load. Plasticity spreads throughout the solid and at the limit load, the plastic zone becomes very large and the displacements become unbounded and the component is said to have collapsed.

Airplane front landing gear outer cylinder support rod connector traction takeoff static force testing method

The invention provides an airplane front landing gear outer cylinder support rod connector traction takeoff static force testing method which comprises the following steps: according to a bearing situation of an outer cylinder support rod connector, confirming a key stress part and a strain piece pasting position of the outer cylinder support rod connector; detecting a strain piece, and ensuring that the survival rate of the strain is 95% or greater in loading measurement; manufacturing a sample part of the outer cylinder support rod connector, mounting the sample part on a clamp, and exertinga load; implementing loading testing, including pre-testing and official testing, exerting a limit load of 60% from a limit load of 5% step by step in pre-testing, implementing 100% limit load testing once and implementing 150% extreme load testing once in official testing, exerting loads according to the 5% limit load step by step in the 100% limit load testing, exerting loads for the former 100% limit loads according to 5% limit loads step by step and exerting loads for the later 50% limit loads according to 2% limit loads step by step in the 150% extreme load testing, and judging that theouter cylinder support rod connector is qualified in the static force testing if the sample part is not damaged in the testing. By adopting the static force testing method provided by the invention, the fatigue properties and the service lives of partial structures are verified in advance by testing test parts, and the research cost is reduced.
Owner:SHENYANG AIRCRAFT DESIGN INST AVIATION IND CORP OF CHINA

Wind generating set blade load monitoring method and device

ActiveCN108590984AReal-time online monitoring of load statusAvoid long runningMachines/enginesWind motor monitoringControl systemControl engineering
The invention discloses a wind generating set blade load monitoring method. The method comprises the following steps that (a) the pretightening force data of blade root connecting bolts are obtained by utilizing a bolt pretightening force detection device; and (b) a signal processing device analyzes the measured data so as to obtain measured values of the axial load F and the tipping moment M of each blade, the values of the preset limit load of each blade and the allowable load are combined, the load condition and the operation state of each blade are analyzed, the blade state signal is sentto a main control system, and the main control system adjusts a set control strategy according to the corresponding state of each blade. The invention further provides a wind generating set blade loadmonitoring device. According to the wind generating set blade load monitoring method and device, the real-time load condition of each blade and the set operation reliability can be effectively monitored.
Owner:ZHEJIANG WINDEY

Ultimate strength test device and method for very large floating structure under bending load

The invention relates to an ultimate strength test device and method for very large floating structure under bending load, and the device comprises a test platform, wherein both ends of the test platform are respectively installed with a first reaction frame and a second reaction frame, the second reaction frame is installed with an axial loading system by combining a cushion stool and a support beam, a test model is installed between the axial loading system by and the first reaction frame, the axial loading system applies compression load to the test model, and a vertical loading system forapplying bending load for the test model is also included; the method comprises the following steps of making a very large floating structure shrinkage ratio test model according to the scale ratio, performing verification by numerical simulation, performing compression and bending on the shrinkage ratio test model and the test under bending combined loading effect on the test device to obtain test data such as strain, deformation, limit load and end displacement, thereby obtaining the ultimate strength condition of prototype by backward reasoning according to the scale ratio. The ultimate strength test device and method for very large floating structure under bending load provided by the invention provide research basis and reliable technical support for the structural design and optimaldesign of the very large floating structure.
Owner:CHINA SHIP SCIENTIFIC RESEARCH CENTER (THE 702 INSTITUTE OF CHINA SHIPBUILDING INDUSTRY CORPORATION)

Shield optimization design method for loosening and stripping sandy gravel stratum based on wedge coulter

ActiveCN113704862ASolve the problem of high driving thrust torqueSolve frequent tool changeGeometric CADDesign optimisation/simulationSoil scienceStructural engineering
The invention discloses a shield optimization design method for loosening and stripping a sandy gravel stratum based on a wedge coulter. The method comprises the following steps of determining a shield wedge coulter form for loosening and stripping the sandy cobble stratum, and adopting a shell type wedge coulter; calculating the limit loads borne by the wedge coulter at different positions when the stratum is loosened and stripped, and determining the arrangement mode of the alloy blocks; determining the heights of the alloy blocks according to the stratum abrasiveness and interval characteristics; according to the limit loads borne by the wedge coulter, calculating the cutting force and the jacking force needed by the wedge coulter, and preferably selecting a cutter appearance characteristic parameter design scheme; performing targeted optimization design on the wedge coulter; and calculating the power required by the wedge coulter to loosen and strip the sandy gravel stratum, and configuring a power driving system of a shield tunneling machine according to the calculated required power. According to the method for loosening and stripping the small and medium particle size gravel-cobble stratums through the shield wedge coulter, the blank of stress research on the wedge coulter is filled up, and a theoretical basis is provided for the shield model selection and the shield power system design.
Owner:BEIJING URBAN CONSTR GROUP

Method for analyzing ultimate strength of ultra-large floating body structure under action of complex loads

The invention relates to a method for analyzing the ultimate strength of an ultra-large floating body structure under the action of a complex load. The method comprises the following steps: establishing a finite element model, dividing grid units, solving the displacement of each unit node in a first-order mode, comparing the node displacement with the maximum amplitude with the initial deformation of an ultra-large floating body structure to obtain a coefficient, and multiplying the coefficient by the displacement of each unit node to obtain a new node displacement as the input of strength analysis; wherein the input further comprises prestress, boundary conditions and displacement generated by complex loads; based on a nonlinear transient dynamic analysis method, obtaining a failure mode, a load, a stress distribution condition and a structure energy dissipation condition of an ultra-large floating body structure, adjusting displacement generated by a complex load to obtain a plurality of loads, and then obtaining a limit load value. The method is convenient, analysis is convenient, the application range is wide, the method can be widely applied to ocean engineering structural strength checking under the action of complex loads, and reliable technical support is provided for preliminary and detailed design, structural optimization and the like.
Owner:CHINA SHIP SCIENTIFIC RESEARCH CENTER (THE 702 INSTITUTE OF CHINA SHIPBUILDING INDUSTRY CORPORATION)

Pile-tube composite truss type offshore wind turbine foundation and construction process thereof

The invention discloses a pile-tube composite truss type offshore wind turbine foundation. The pile-tube composite truss type offshore wind turbine foundation comprises a truss type structure, a suction barrel and a pile foundation, wherein the suction barrel is connected to the bottom of the truss type structure; and an embedded sleeve for mounting the pile foundation is arranged on the suction barrel. The invention further discloses a construction process for the offshore wind turbine foundation, and the construction process comprises the following steps: lifting and placing the truss type structure, and the suction barrel connected to the bottom of the truss type structure to a seabed, penetrating the truss type structure and the suction barrel into the seabed after being in contact with the seabed until the bottom end of the embedded sleeve is sunk into soil, and forming a sealed space in the suction barrel; performing water pumping operation on the suction barrel, dropping the suction barrel to specified elevation, switching off a suction pump, and sealing a pump connector through a cover plate or grouting measures, thereby accomplishing mounting of the suction barrel; and after the suction barrel is mounted, inserting the pile foundation into the embedded sleeve, and grouting a gap between the pile foundation and the embedded sleeve after pile sinking is accomplished. According to the structure of the offshore wind turbine foundation and a construction method thereof disclosed by the invention, pile-tube composite truss type offshore wind turbine foundation has higherstability and bearing ability, can resist limit load such as a typhoon, and is strong in adaptation to the seabed.
Owner:ZHEJIANG UNIV

Dieless hydraulic quasi-static thin-plate bulging deformation limit strain and load graphic calculation method

The invention relates to a dieless hydraulic quasi-static thin-plate bulging deformation limit strain and load graphic calculation method. The method comprises the steps of taking dimensionless deflection as horizontal coordinates, taking an equivalent stress and an equivalent strain as left and right longitudinal coordinates, and drawing a united curve based on geometric and physical relationships, a curve cluster based on a static balance relationship and a strain-dimensionless deflection curve based on a geometric relationship in sequence; finding deformation, stress, strain and the like corresponding to an action static pressure load through a curve intersection point; and through a curve tangent point which is a tension instability point, obtaining a limit load corresponding to a balance relationship curve first and then finding a limit strain in the right longitudinal coordinates in combination with the strain-dimensionless deflection curve. The method has the beneficial effects that (1) solving is stable; (2) the method is suitable for other constitutive model materials; (3) the method can be used for solving deformation, stress and strain in a loading process; (4) the calculation process is simple and clear and is definite in physical significance; and (5) the maximum deflection and the maximum stress value can be obtained.
Owner:CHANGZHOU UNIV

Wedge block structure of arc-shaped surface inclined strut clutch and calculation method thereof

PendingCN110737961ATurning torque boostEffective lift optimizationGeometric CADFreewheel clutchesStructural engineeringCam
The invention discloses a wedge block structure of an arc-shaped surface inclined strut clutch and a calculation method thereof, including providing a calculation method for kinematics analysis and graphic conversion. According to the calculation result, structural positioning in the width direction of the inclined strut block is corrected, then the arc lengths of the upper arc and the lower arc of the wedge block are distributed in proportion, and the effective lift value of the wedge block is optimized, wherein the steps include kinematics analysis of the wedge block, a maximum lift determining method and a maximum lift solving method. The invention belongs to the technical field of design methods of inclined strut clutches, and particularly provides a wedge block structure of an arc-shaped surface inclined strut clutch and a calculation method thereof, being characterized in that on the premise that basic parameters are not changed, the structure of the inclined strut block in the width direction is corrected and optimized, so as to enable the effective cam lift SR of four standard inclined strut blocks to be theoretically and completely larger than corresponding original standard data and reach the maximum value, thus improving the overall overturning moment and the limit load of the clutch, and improving the overall performance of the clutch.
Owner:NANJING UNIV OF AERONAUTICS & ASTRONAUTICS

Wind generating set limit load data processing method and system

The invention provides a wind generating set limit load data processing method and system. The wind generating set limit load data processing method comprises the steps of acquiring multiple sets of load time sequence data output by a wind generating set model within a target time range; for each set of load time series data, traversing each limit load data in the set of load time sequence data according to a time sequence, determining the change trend of each limit load data relative to the previous limit load data, and determining the previous limit load data as inflection point data when the change trends corresponding to two adjacent limit load data in the time sequence are different; sequentially connecting the initial limit load data and the inflection point data in each set of loadtime series data to generate a corresponding load curve; and displaying at least one load curve. The inflection point data determined through the method is more accurate and not prone to distortion, the drawn load curve can better reflect the overall change trend of the load time series data, and the requirement for limit load analysis is better met.
Owner:BEIJING GOLDWIND SCI & CREATION WINDPOWER EQUIP CO LTD

Method for evaluating ultimate load borne by buried pipeline with defects

The invention discloses a method for evaluating an ultimate load borne by a buried pipeline with defects. The method comprises the following steps: step 1, performing a uniaxial tensile test on a pipeline sample, and calculating a failure evaluation curve; obtaining a critical CTOD value of the pipeline through a unilateral notch tensile test; and step 2, selecting the axial stress and defect sizeof the pipeline sample, and calculating a failure evaluation point through theoretical iterative calculation; if the failure evaluation point does not accord with the failure evaluation curve obtained in the step 1, performing recalculating until the failure evaluation points conform to the failure evaluation curve obtained in the step 1; and if the failure evaluation point conforms to the failure evaluation curve obtained in the step 1, calculating the internal pressure, bending moment and axial force limit load of the pipeline sample according to the critical axial stress and defect size. The limit value of the external load can be provided for predicting the pipeline failure behavior through the sensed pipeline load monitoring data, the pipeline safety service state is effectively mastered, and a basis is provided for pipeline safety early warning.
Owner:BC P INC CHINA NAT PETROLEUM CORP +1

Engine bearing frame dynamic strength evaluation method

The invention provides an engine bearing frame dynamic strength evaluation method, which comprises the steps of taking a preset structure limiting boundary as a limit condition, performing engine dynamic response calculation, and obtaining a limit load borne by a bearing frame when an engine reaches the structure limiting boundary; taking the limit load as an alternating load boundary condition for dynamic stress analysis of the bearing frame; under the alternating load boundary condition, realizing alternating stress simulation of the alternating load by adopting a periodic alternating load discretization method; taking the alternating load as a boundary condition of alternating stress calculation, and performing alternating stress finite element calculation by using the alternating stress simulation method; analyzing the alternating stress change condition of each part in a period to obtain the maximum vibration stress of the force bearing frame; and evaluating the dynamic strength of the force bearing frame according to the calculated steady-state stress of the force bearing frame and the maximum vibration stress value.
Owner:AECC SICHUAN GAS TURBINE RES INST

Multi-direction load extraction method for each section of blade of wind generating set

PendingCN112883555AEasy Fast LimitSimple rapid fatigue loadingDesign optimisation/simulationSpecial data processing applicationsFatigue loadingEngineering
The invention discloses a multi-direction load extraction method for each section of a blade of a wind generating set. The method comprises the following steps: acquiring an input quantity for blade load extraction; establishing a polar coordinate system; acquiring a characteristic load Mxy; projecting the input blade load time sequence to obtain Mxy load time sequences of the blades in different directions; obtaining a fatigue Markov matrix in each direction; and obtaining an equivalent fatigue load through fatigue analysis. According to the technical scheme, the load timing sequence is established by taking the blade Mx as the x axis and the blade My as the y axis according to the blade input load capacity, the load Cartesian coordinate system is established, the load Cartesian coordinate system is converted into the polar coordinate system, the limit load and the characteristic load of the blade in 24 directions are counted and recorded by taking the theta and the Mxy as the load characterization quantities and taking the theta as the judgment quantity; markov matrixes in 12 directions of the blade are obtained through a rain flow counting method, equivalent fatigue loads are obtained through further calculation, and support is provided for overall detailed strength checking of the blade.
Owner:ZHEJIANG WINDEY

Method for calculating ultimate load of independent foundation in karst foundation

The invention discloses a method for calculating the ultimate load of an independent foundation in a karst foundation. The method comprises the following steps of taking a covering layer and caving rock mass at the top of a karst cave as a study object; carrying out stress analysis on the caved rock mass at the top of the karst cave; establishing an additional stress condition on a rock-soil interface of a collapsed rock mass at the top of the karst cave; establishing a linear mathematical programming model for solving the limit load of the independent foundation in the karst foundation; and solving the linear mathematical programming model of the independent foundation limit load in the karst foundation to obtain the limit load of the independent foundation, so that the result of the independent foundation limit load obtained by the method is more accurate than that obtained by the traditional method.
Owner:KUNMING PROSPECTING DESIGN INST OF CHINA NONFERROUS METALS IND +1

Layout construction and intelligent optimization method and device for transmission part of low-wind-speed wind turbine generator

The invention discloses a layout construction and intelligent optimization method and device for a transmission part of a low-wind-speed wind turbine generator. The method comprises the steps of inputting a limit load and a fatigue load of a whole transmission chain; Assuming that the total number of the ultimate load and the fatigue load of the whole transmission chain is N, performing calculating from the first working condition, and selecting three parts, namely a bearing, a gearbox and a motor; After model selection is qualified, obtaining partial sizes of the main shaft and the hub according to the assembly relation, and calculating the safety coefficients of the main shaft and the hub according to the load condition and the size; Judging whether each part meets the safety level requirement or not, and if yes, outputting a span variable on the main shaft; Otherwise, skipping output, and judging whether all working conditions are calculated or not; If not, continuing the calculation until the calculation is completed; Finding a qualified transmission part, storing the data and establishing a transmission part layout database; The invention further discloses a transmission partlayout intelligent optimization method and device based on the database. The design efficiency and the design cost can be greatly improved.
Owner:GUODIAN UNITED POWER TECH

Wind generating set variable pitch execution tracking supervision control system and method

The invention provides a wind generating set variable pitch execution tracking supervision control system and method. A dynamic response process of a first-order variable pitch execution mechanism is introduced into a variable pitch execution error following algorithm, the deviation between an estimated variable pitch angle position and an actual variable pitch angle position is detected to judge whether a wind generating set encounters the condition that the variable pitch following error is continuously increased or not, if the variable pitch following error exceeds a set threshold value, the set enters shutdown operation, the situation that the set experiences the limit load is avoided to the maximum extent, and the operation safety of the set under the complex working condition is improved. A mode of estimating the variable pitch angle position is adopted, the control effect deviation caused by the fact that the characteristics of a variable pitch executing mechanism are not considered in a traditional mode is overcome, the dynamic response of the first-order variable pitch executing mechanism is innovatively combined into the variable pitch following error algorithm, and therefore the variable pitch following error and the trend situation are found out as soon as possible, and the control action is triggered to protect the set from adverse effects caused by pneumatic imbalance of an impeller.
Owner:HUANENG CLEAN ENERGY RES INST

Strength evaluation method for tangential inclined connecting pipe under pipeline load effect

The invention discloses a strength evaluation method for a tangential inclined connecting pipe under a pipeline load effect, and belongs to the technical field of pipeline load strength evaluation methods. The method comprises the steps: establishing a three-dimensional solid model of a tangential oblique connection pipe structure in a DM module of the ANSYS Workbench simulation platform; selecting a Solid186 secondary unit in the Meshing module to divide grids; adopting an ideal elastic-plastic material constitutive relation, a small-deformation theory and equal-proportion loading in a Stretch module to carry out limit load analysis on the tangential oblique connecting pipe structure under the design condition; carrying out the elastic stress analysis under the design condition on the tangential oblique connecting pipe structure in the Stretch module by adopting a linear elastic material constitutive relation and a small deformation theory, and carrying out the evaluation for preventing local failure on a key part on the basis of the sum of three-way principal stress of a thin film and bending; in the Stretch module, adopting a linear elastic material constitutive relation and a small deformation theory to carry out elastic stress analysis on a tangential oblique connecting pipe structure under an operation condition, and extracting primary and secondary stress of a stress classification line from a key part to evaluate ratchet wheel failure prevention.
Owner:HARBIN BOILER

Method for calculating limit internal pressure of single-defect bent pipe

The invention belongs to the technical field of petroleum and natural gas industry, and discloses a method for calculating the limit internal pressure of a single-defect bent pipe, which comprises thefollowing steps of: on the basis of a defect straight pipe limit load evaluation standard and a defect-free bent pipe limit load formula, considering the changes of defect depth, length and width, and fitting the formula by using 1stopt software, and obtaining a prediction formula of the limit internal pressure of the single-defect bent pipe, and verifying the accuracy of the formula according toblasting test data. According to the method, the limit internal pressure of the single-defect bent pipe of the booster station can be calculated through a formula, reference is provided for formulating the calculation standard of the failure pressure of the single-defect bent pipe in China, and an important theoretical support is provided for design and safety evaluation of the bent pipe of the gas pipeline.
Owner:SOUTHWEST PETROLEUM UNIV

Method for calculating large deformation strength of tube spring type undercarriage

The invention discloses a method for calculating the large deformation strength of a tube spring type undercarriage. The method comprises the following steps of 1, calculating the internal force of the tube spring type undercarriage; 2, calculating the tensile stress sigma limit of the key section of the undercarriage under the limited load condition, and comparing the tensile stress sigma limit with the tensile yield limit sigma 0.2 of the material; 3, calculating the tensile stress sigma limit of the key section of the undercarriage under the limit load condition, and carrying out plastic correction on the tensile stress sigma limit; 4, calculating the maximum shear stress tau limit of the key section of the undercarriage under the limit load condition, and comparing the maximum shear stress tau limit with the material shear strength limit tau b; 5, calculating a composite stress sigma he, and comparing the composite stress sigma he with the tensile strength limit sigma b of the material; 6, judging whether the safety margins of the sigma he limit and the tau limit are both smaller than 0.1 or not. According to the method, the technical problem of calculation of the strength of the light universal aircraft tube spring type undercarriage is solved, and the coordinated design of the buffering performance and the strength of the tube spring type undercarriage can be achieved.
Owner:XIAN AIRCRAFT DESIGN INST OF AVIATION IND OF CHINA

Method for determining ultimate load of composite laminated plate after patching and repairing

The invention discloses a method for determining the ultimate load of a composite material laminated plate after patching and repairing. The method comprises the following steps: establishing a finite element model of a composite material laminated plate trepanning piece; building a composite material damage constitutive model; building a constitutive model of the composite material adhesive layer; based on an ABAQUS-UMAT finite element user dynamic subprogram module, writing a user-defined subprogram by using an FORTRAN language to realize a proposed damage constitutive model, and solving stress, strain and damage; and calculating the finite element model, and predicting the limit load of the composite laminated plate after the composite laminated plate is pasted and repaired. According to the invention, an ABAQUS-UMAT user-defined subprogram is used for achieving the established three-dimensional damage constitutive model in a numerical value mode, the model considers the influence of material performance degradation caused by shear nonlinearity and damage accumulation at the same time, and the limit load of the composite laminate after pasting and repairing can be predicted in a criterion mode.
Owner:NANJING UNIV OF AERONAUTICS & ASTRONAUTICS +1

Device and method for detecting bearing capacity of honeycomb steel arch in plane

A device for detecting the bearing capacity of a honeycomb steel arch in a plane comprises a working table, a pair of fixing units, a vertical loading unit and a detection unit, and the working table comprises a table top, a portal frame and supporting legs; the fixing unit comprises a fixing seat and mounting frames, the bottom of the fixing seat is fixedly connected with the table top, the mounting frames are rotationally connected in the fixing seat, and a honeycomb steel arch is mounted between the two mounting frames; the vertical loading unit comprises a jack and a pressure sensor; the detection unit comprises a pair of settlement displacement testing mechanisms, a vertical displacement measuring mechanism, a strain gauge and a data acquisition instrument. Each settlement displacement testing mechanism comprises a dial indicator and a dial indicator fixing seat; the vertical displacement measuring mechanism comprises a supporting mechanism and a displacement sensor. The detection method comprises the following steps that the honeycomb steel arch is fixed through the fixing unit, the vertical loading unit applies a vertical load, and the detection unit detects an ultimate load value. The method has the beneficial effects that the midspan load displacement curve is automatically obtained, and the limit load is obtained.
Owner:ZHEJIANG UNIV OF TECH

Pile foundation self-balancing test device with balance point compensation function and test method

ActiveCN113605467ASimple and straightforward loadingEffective combinationFoundation testingArchitectural engineeringJackscrew
The invention discloses a pile foundation self-balancing test device with a balance point compensation function and a test method. The test device comprises an upper pile section, a lower pile section, a pile body jack, a pile pulling device and a displacement measurement device. According to the pile foundation self-balancing test device with the balance point compensation function and the test method, the pile body jack is arranged between the top of the lower pile section and the bottom of the upper pile section, and the pile body jack is started firstly; step-by-step load applying and graded loading are conducted through the pile body jack, real-time loads are recorded through a load sensor, and the displacement of the upper pile section and the displacement of the lower pile section are measured through the displacement measurement device; when the lower pile section reaches a limit state firstly, the pile pulling device is started to apply pile pulling force to the upper pile section until the upper pile section reaches the limit state; when the upper pile section reaches the limit state firstly, a counterweight test block is applied to the top of the upper pile section, then the pile body jack continues to be loaded until the lower pile section reaches the limit state, and the pile foundation bearing capacity is calculated according to the limit load of the upper pile section and the limit load of the lower pile section. According to the pile foundation self-balancing test device with balance point compensation function and test method, the problem that a balance point is inaccurate can be solved, and the pile foundation bearing capacity can be accurately calculated.
Owner:HUBEI UNIV OF TECH

Determination method and device for limit load of wind driven generator and readable storage medium

The invention provides a determination method and device for the limit load of a wind driven generator and a readable storage medium. The determination method for the limit load of the wind driven generator comprises the steps of acquiring the standard bending moment of the wind driven generator; and determining the limit bending moment representing the limit load according to the limit bending moment modification function of the standard bending moment, wherein the limit bending moment modification function is acquired at least through least squares fit. The determination device comprises oneor more processors and is used for implementing the determination method. The readable computer storage medium stores a procedure, and when executed by the processors, the procedure implements the determination method.
Owner:SHANGHAI ELECTRIC WIND POWER GRP CO LTD

Structural integrity evaluation method incorporating in-plane and out-plane unified constraint

The invention provides a structural integrity evaluation method incorporating in-plane and out-plane unified constraint. The method comprises the following steps: establishing a correlation between nominal fracture toughness of a material and a unified constraint parameter, wherein the unified constraint parameters is the ratio of the crack tip opening displacement of other samples or a to-be-evaluated structure to the crack tip opening displacement value of a reference sample under the fracture load; representing the geometric dimension and the defect dimension of the structure; determining astructure limit load and unified constraint parameters under different load ratios; constructing a failure evaluation graph of the defects; determining evaluation point coordinates under each load ratio to form a loading path line; when the fracture ratio of the coordinates of the evaluation point is calculated, substituting the constraint parameters under different load ratios into the correlation, and determining the fracture toughness related to material constraint; and performing defect safety evaluation and fracture prediction. According to the evaluation method, unified constraint parameters based on crack tip opening displacement are provided, so that in-plane constraint and out-plane constraint are unified, engineering calculation and application are facilitated, and the evaluation precision is improved.
Owner:EAST CHINA UNIV OF SCI & TECH

Method and system for calculating vertical ultimate bearing capacity of karst cave crossing type socketed pile

The invention discloses a method and system for calculating the vertical ultimate bearing capacity of a karst cave crossing type socketed pile. The calculation method comprises the following steps that physical and mechanical parameters of a foundation pile and a rock-soil body are determined; according to the physical and mechanical parameters, calculating the pile body limit side friction resistance in the overlying rock-soil layer, and calculating the total limit resistance of the rock-socketed section of the foundation pile; and calculating the minimum value of the sum of the pile body limit side friction resistance and the total limit resistance of the rock-socketed section and the axial compression failure limit load of the pile body to serve as the vertical limit bearing capacity PuR of the foundation pile. According to the method, the influence of the tension failure area of the karst cave roof on the bearing capacity is fully considered, meanwhile, the influence of the pile body failure mode on the bearing capacity is also considered, and the accuracy of calculating the vertical ultimate bearing capacity of the karst cave penetrating type socketed pile is improved.
Owner:HEBEI CONSTR & INVESTIGATION RES INST

Pipeline crack propagation driving force calculation method and system

The embodiment of the invention provides a pipeline crack propagation driving force calculation method and system. The method comprises the following steps: setting a corresponding elastic-plastic constitutive relation in a pre-built finite element model of a pipeline, and setting a tensile load and boundary conditions, wherein the boundary conditions comprise symmetric constraints and fixed constraints; meshing the finite element model, setting cracks and output parameters, performing finite element calculation, and extracting data after the finite element calculation; calculating to obtain afirst dimensionless coefficient through data obtained by finite element model simulation, wherein the first dimensionless coefficient depends on the crack size and the material performance and is a parameter related to the corrected limit load solution; and according to the first dimensionless coefficient, calculating the crack propagation driving force. The crack propagation driving force calculation method is simplified, the crack propagation driving force can be accurately calculated, fracture evaluation on the pipeline bearing plastic deformation is facilitated, and the accuracy of the evaluation result is improved.
Owner:CRRC QINGDAO SIFANG CO LTD

Thickening seal head and design method thereof

The invention provides a thickened end socket and a design method thereof, and the thickened end socket comprises a ball head which is provided with a first thinning area and a first thickening area; the ring part comprises a second thickening area and a second thinning area, and the cylinder body comprises a third thinning area; the design method comprises the steps that an existing butterfly-shaped seal head is selected as a seal head before deformation, and the thickening range and the thinning range of a thickened seal head are determined; the superficial area of the thickened seal head, the superficial area of a thinning area and the superficial area of a thickening area are calculated; based on the fact that the total volume of the thickened end socket under different thickening coefficients is equal to the total volume of the end socket before deformation, the thickness t1 of the thinning area and the thickness t2 of the thickened area are determined; establishing a thickened end socket simulation model; drawing a variable thickness coefficient delta-load coefficient k graph, and selecting the value range of the corresponding variable thickness coefficient delta when the load coefficient k is greater than 1 and the value of the load coefficient k is reduced along with the increase of the variable thickness coefficient delta as a beneficial variable thickness interval; fitting a variable thickness coefficient delta-load coefficient k functional equation; and determining a variable-thickness seal head limit load prediction model under different variable-thickness coefficients delta.
Owner:JIANGSU UNIV OF SCI & TECH

A two-dimensional slope limit load solving method based on a limit analysis lower limit theorem

The invention discloses a two-dimensional slope limit load solving method based on a limit analysis lower limit theorem, and the method comprises the steps: firstly, building a two-dimensional block sub-model of a slope, and building a variable system based on a line segment in combination with the characteristics of a slope rock-soil body material; Then, according to a limit analysis lower limittheorem, based on a two-dimensional block subsystem of the side slope and a variable system of a line segment, deriving an optimal solution algorithm expression of the two-dimensional side slope limitload; And finally, through an optimization algorithm expression, solving the two-dimensional slope limit load. According to the limit analysis lower limit theorem, any assumption outside the rigid block body is not introduced, the optimal solution is obtained through the optimization method, and the limit load of the designed slope is truly and objectively reflected. In addition, the block subsystem designed by the invention can return to the splitting subsystem after being simplified, and the block subsystem can consider the effect of the inner boundary of the strip block and can adapt to more complex damage modes.
Owner:CHINA INST OF WATER RESOURCES & HYDROPOWER RES

Method for analyzing reinforcing effect of fibers on compression toughness of tailing cemented filling body

The invention relates to a method for analyzing the effect of enhancing the compression toughness of a tailing cemented filling body by fibers, which comprises the following steps of: manufacturing a non-fiber tailing cemented filling body test piece and different fiber tailing cemented filling body test pieces, respectively carrying out uniaxial compression tests, and respectively drawing load-displacement curves; defining a compression toughness index according to the ratio of the area enclosed by the curve and the horizontal axis under the limit load to the area enclosed by the curve and the horizontal axis under the peak load, and calculating the compression toughness index of the tailing cemented filling body test piece; and respectively calculating the ratio of the load of the fiber tailing cemented filling body test piece to the load of the control group to obtain the compressive toughness percentage enhancement effect. According to the method, the post-peak bearing ductility characteristic of the tailing cemented filling body can be fully represented, the reinforcing effect of different fibers on the compression toughness of the tailing cemented filling body can be rapidly and accurately analyzed, a theoretical basis is provided for adopting a proper filling body for a metal mine and guaranteeing the engineering safety of the tailing filling body, and meanwhile the utilization rate of metal mine tailings is increased.
Owner:生态环境部固体废物与化学品管理技术中心

Deepwater thin-wall steel cylinder stability prediction method

The invention discloses a deepwater thin-wall steel cylinder stability prediction method which comprises the following steps: firstly, establishing a steel cylinder simulation analysis model according to seabed geological condition parameters and steel cylinder condition parameters, and establishing a function relationship among the seabed geological condition parameters, the steel cylinder condition parameters and limit loads; then collecting dynamic stress data generated by periodic displacement of the steel cylinder on the seabed soil body under the action of the wave cyclic load, obtaining test data of the weakening range and weakening strength of the seabed soil body under the same dynamic stress level through an indoor test, and establishing a correlation function of the test data and the wave cyclic load; then, according to the weakening range and weakening strength test data of the seabed soil body, calculating the corresponding bearing capacity of the weakened seabed soil body, carrying out inversion calculation to obtain equivalent seabed geological condition parameters, and then calculating a limit load attenuation coefficient corresponding to the equivalent seabed geological condition parameters; and finally, combining the ultimate load attenuation coefficient and the obtained function relationship to obtain a prediction model of the ultimate load of the steel cylinder under the action of the wave cyclic load.
Owner:TIANJIN PORT ENG INST LTD OF CCCC FIRST HARBOR ENG +2
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