CN115099010B - Simulation modeling method for small-structure-height contact net system - Google Patents

Simulation modeling method for small-structure-height contact net system Download PDF

Info

Publication number
CN115099010B
CN115099010B CN202210627775.6A CN202210627775A CN115099010B CN 115099010 B CN115099010 B CN 115099010B CN 202210627775 A CN202210627775 A CN 202210627775A CN 115099010 B CN115099010 B CN 115099010B
Authority
CN
China
Prior art keywords
hanger
dropper
compression
height
small
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN202210627775.6A
Other languages
Chinese (zh)
Other versions
CN115099010A (en
Inventor
刘志刚
徐钊
宋洋
段甫川
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Southwest Jiaotong University
Original Assignee
Southwest Jiaotong University
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Southwest Jiaotong University filed Critical Southwest Jiaotong University
Priority to CN202210627775.6A priority Critical patent/CN115099010B/en
Publication of CN115099010A publication Critical patent/CN115099010A/en
Application granted granted Critical
Publication of CN115099010B publication Critical patent/CN115099010B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F30/00Computer-aided design [CAD]
    • G06F30/20Design optimisation, verification or simulation
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N3/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N3/08Investigating strength properties of solid materials by application of mechanical stress by applying steady tensile or compressive forces
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N2203/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N2203/02Details not specific for a particular testing method
    • G01N2203/06Indicating or recording means; Sensing means
    • G01N2203/067Parameter measured for estimating the property
    • G01N2203/0676Force, weight, load, energy, speed or acceleration
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N2203/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N2203/02Details not specific for a particular testing method
    • G01N2203/06Indicating or recording means; Sensing means
    • G01N2203/067Parameter measured for estimating the property
    • G01N2203/0682Spatial dimension, e.g. length, area, angle
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02TCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO TRANSPORTATION
    • Y02T90/00Enabling technologies or technologies with a potential or indirect contribution to GHG emissions mitigation

Landscapes

  • Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Theoretical Computer Science (AREA)
  • Health & Medical Sciences (AREA)
  • Analytical Chemistry (AREA)
  • Geometry (AREA)
  • Evolutionary Computation (AREA)
  • Computer Hardware Design (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • General Engineering & Computer Science (AREA)
  • Biochemistry (AREA)
  • General Health & Medical Sciences (AREA)
  • Immunology (AREA)
  • Pathology (AREA)
  • Management, Administration, Business Operations System, And Electronic Commerce (AREA)
  • Current-Collector Devices For Electrically Propelled Vehicles (AREA)

Abstract

The invention discloses a small-structure-height overhead line system simulation modeling method, which is used for establishing a overhead line system simulation model for small-structure-height overhead line dynamic characteristic simulation based on a short-string compression test result under the condition that the overhead line structure height is reduced. The invention considers the influence of short hanger compression on the current-carrying quality of the bow-net, makes up the defect that the dynamic characteristics of the small-structure-height overhead contact net cannot be reflected because the hanger is only pulled and not pressed in the traditional bow-net model, and is a prerequisite for researching the current-carrying quality of the small-structure-height overhead contact net.

Description

Simulation modeling method for small-structure-height contact net system
Technical Field
The invention belongs to the technical field of overhead lines and accessories used by the overhead lines, and particularly relates to a simulation modeling method of a small-structure-height overhead line system.
Background
At present, the total mileage of the high-speed railways in China is the first in the stable world, and the high-speed railways become hot options for people to travel. The contact net system mainly comprises a contact line, a carrier rope, a hanger wire, a cantilever support and other additional equipment, wherein the height difference between the contact line and the carrier rope at the cantilever support is called as the structural height. The structure height of the overhead contact system can directly determine the size of the tunnel section, if the overhead contact system with small structure height is adopted, the tunnel section can be reduced, so that the influence of construction on the environment is reduced, and the construction cost is reduced. However, the shortest length requirement of the existing standard on the dropper limits the further compression of the height of the overhead line system, and the modeling method for neglecting the compression behavior of the dropper in the existing simulation model cannot reflect the difference between the dynamic characteristics of the overhead line system with the small structure height and the conventional overhead line system. When the length of the dropper is low, the compression rigidity of the dropper is not negligible, and the double-bow net system is influenced by flow.
Disclosure of Invention
The purpose of the invention is that: the short dropper compression characteristic is researched through experiments, a dropper pulling and pressing nonlinear model is built and incorporated into an arch-net dynamics simulation model, and the method can be used for dynamics simulation of a small-structure height arch net system. Therefore, the invention provides a simulation modeling method for a small-structure-height contact net system.
The invention relates to a small-structure-height overhead line system simulation modeling method, which is used for building a overhead line system simulation model for simulating dynamic characteristics of a small-structure-height overhead line based on test data summary to build a overhead line tension-compression nonlinear model reflecting the compression characteristics of a short overhead line under the condition that the overhead line structure height is reduced, and specifically comprises the following steps:
step 1: and removing the wire nose, the current-carrying ring and the heart-shaped ring part in the dropper, and only reserving the dropper stranded wires and the crimping sleeves at the two ends to manufacture a short dropper test piece of the small-structure-height contact net.
Step 2: the electric servo actuator is selected as a working unit and a displacement collector for a hanger compression test, the spoke type force sensor is used as a load collector, the spherical hinge simulates a connection mode of the hanger and a wire clamp, and a frame is built by 4080 aluminum alloy profiles to form the hanger compression test device.
Step 3: and carrying out a hanger compression test by adopting a constant-speed compression working condition, obtaining the compression rigidity of the hanger and the maximum compression force of the hanger with different lengths, and fitting.
Step 4: the hanger is in a linear state under the condition of stretching, and the key parameter of the hanger is the stretching rigidity. Under the compression condition, when the compression force of the hanger wire does not exceed the maximum compression force, the hanger wire is in a linear compression state, and the compression force is constant after the maximum compression force is reached and the compression is continued. Thus, a tension-compression nonlinear model of the dropper is established:
wherein F is d Representing the force on the hanger, positive when stretched, negative when compressed; k (K) t Is the tensile rigidity of the dropper (the value is 1 multiplied by 10 5 N/m。),K c The compression rigidity of the hanger is obtained according to a hanger compression test; Δd is the amount of tension of the dropper, when it is greater than zero, representing the dropper in a stretched state, and when it is less than zero, representing the dropper in a compressed state; f (F) m The maximum compressive force of the hanger is related to the initial length of the hanger.
Step 5: establishing a small-structure-height double-bow-net coupling model, simulating a contact line, a carrier cable and a positioner by using an Euler-Bernoulli beam unit, simulating a dropper by using a dropper pulling-pressing nonlinear model established in the step 4, simulating all wire clamps by using a mass unit, simulating a pantograph by using a reduced mass model, and realizing bow-net contact calculation by using a penalty function method.
The beneficial technical effects of the invention are as follows:
according to the invention, the short dropper compression characteristic is researched through a test, a dropper pulling-pressing nonlinear model is built and incorporated into an arch-net dynamics simulation model, and the method can be used for dynamics simulation of a small-structure height arch net system; the invention considers the influence of short hanger compression on the current-carrying quality of the bow-net, makes up the defect that the dynamic characteristics of the small-structure-height overhead contact net cannot be reflected because the hanger is only pulled and not pressed in the traditional bow-net model, and is a prerequisite for researching the current-carrying quality of the small-structure-height overhead contact net.
Drawings
FIG. 1 is a schematic diagram of the length of a short dropper test piece.
FIG. 2 is a schematic diagram of a hanger compression test apparatus.
FIG. 3 is a diagram of a dropper compression test procedure.
FIG. 4 shows the maximum compressive force test results and a fitted curve for a dropper.
FIG. 5 is a schematic diagram of a dropper pull-press nonlinear characteristic.
Fig. 6 is simulation results of a small structure height bow net model at different structure heights.
Fig. 7 shows simulation results of a conventional bow net model at different structural heights.
Detailed Description
The invention will now be described in further detail with reference to the drawings and to specific examples.
As a small-structure-height overhead contact system adopting a flexible hanger is not used for a high-speed railway at present, the conventional structure-height overhead contact system parameters with the structure height of 1.6m and the design speed of 350km/h are adopted in the embodiment, and the modeling method provided by the invention is adopted to gradually reduce the structure height for bow net dynamics simulation.
In the existing overhead line system simulation model, only the stretching and relaxation characteristics of the dropper are considered, the compression characteristics of the dropper are not yet researched, when the dropper is short enough, the dropper stranded wires inevitably generate compression resistance and bending resistance, and when a pantograph passes through, the compression force of the dropper can cause elastic mutation of a contact line to influence the current receiving quality of the pantograph net system. Therefore, the compression characteristics of the dropper in the case of short length need to be tested by test means, and short dropper test pieces of different lengths are first manufactured, as shown in fig. 1. To perform the test, a dropper compression test apparatus, as shown in fig. 2, is designed specifically to perform the dropper compression test and accurately record test data. In the hanger compression test, after the test working condition is that the hanger is clamped on a tester, an electric servo actuator drives a linear actuator to uniformly reduce the hanger, and the test process is shown in figure 3. By compression testThe hanger compression characteristics can be obtained as follows: when the hanger is pressed, the compression force and the compression deformation amount show a linear relation, and the ratio is the compression rigidity of the hanger; when the compression force of the dropper is increased to a certain fixed value, the dropper is unstable, and the dropper is continuously compressed after the dropper is unstable, so that the compression force is kept unchanged. To define the compression characteristics of a dropper, two key parameters need to be determined: maximum compressive force and compressive stiffness, wherein the boom compressive stiffness was tested to be 6.3X10 4 The maximum compression force and a fitting curve of the N/m short dropper test pieces with different lengths, which are measured in a compression test, are shown in fig. 4, and the expression of the fitting curve is as follows:
F m =-791.95L -1.102
wherein F is m The maximum compressive force for the hanger is given in N. L is the length of the chord in mm.
And (3) summarizing the test result to obtain that the hanger is in a linear state under the tensile condition, wherein the key parameter is tensile rigidity. Under the compression condition, when the compression force of the hanger wire does not exceed the maximum compression force, the hanger wire is in a linear compression state, and the compression force is constant after the maximum compression force is reached and the compression is continued. The tension and compression nonlinear characteristics of the dropper are shown in fig. 5.
The bow net model established by the modeling method and the bow net model established by the traditional method respectively adopt conventional structure height contact net parameters with the structure height of 1.6m and the design speed of 350km/h, the structure height is gradually reduced to perform bow net dynamics simulation, and the shortest hanger length is reduced from 1100mm to 100mm in the period. The simulation results of the double-arch current-carrying quality of the small-structure-height bow net model established by the modeling method provided by the invention under different structure heights are shown in fig. 6, and the simulation results of the model established by the traditional aspect are shown in fig. 7. It can be seen that the bow net model established by the traditional method cannot describe the influence of the reduction of the structure height and the shortening of the hanging chord length on the dynamic current receiving quality of the contact net, and the calculation result of the simulation modeling method provided by the invention can reflect the negative influence of the reduction of the structure height on the dynamic current receiving performance of the bow-net system.

Claims (2)

1. The simulation modeling method of the small-structure-height overhead line system is characterized in that under the condition that the overhead line structure height is reduced, a dropper pulling-pressing nonlinear model reflecting the compression characteristic of a short dropper is built based on test data summary, so that a overhead line system simulation model for simulating dynamic characteristics of the small-structure-height overhead line is built, and the method specifically comprises the following steps:
step 1: removing a wire nose, a current-carrying ring and a heart-shaped ring part in the dropper, and only reserving dropper stranded wires and crimping sleeves at two ends to manufacture a short dropper test piece of the small-structure-height contact net;
step 2: selecting an electric servo actuator as a working unit and a displacement collector for a hanger compression test, using a spoke type force sensor as a load collector, simulating the connection mode of a hanger and a wire clamp by a spherical hinge, and constructing a frame by using 4080 aluminum alloy profiles to form a hanger compression test device;
step 3: carrying out a hanger compression test under a constant-speed compression working condition, obtaining the compression rigidity of the hanger and the maximum compression force of the hanger with different lengths, and fitting;
step 4: the hanger is in a linear state under the condition of stretching, and the key parameter of the hanger is stretching rigidity; under the compression condition, when the compression force of the dropper does not exceed the maximum compression force, the dropper is in a linear compression state, and when the compression force is continued after the maximum compression force is reached, the compression force is constant, so that a tension-compression nonlinear model of the dropper is established:
wherein F is d Representing the force on the hanger, positive when stretched, negative when compressed; k (K) t For the tensile stiffness of the dropper, K c The compression rigidity of the hanger is obtained according to a hanger compression test; Δd is the amount of tension of the dropper, when it is greater than zero, representing the dropper in a stretched state, and when it is less than zero, representing the dropper in a compressed state; f (F) m The maximum compressive force of the hanger is related to the initial length of the hanger;
step 5: establishing a small-structure-height double-bow-net coupling model, simulating a contact line, a carrier cable and a positioner by using an Euler-Bernoulli beam unit, simulating a dropper by using a dropper pulling-pressing nonlinear model established in the step 4, simulating all wire clamps by using a mass unit, simulating a pantograph by using a reduced mass model, and realizing bow-net contact calculation by using a penalty function method.
2. The simulation modeling method for the small-structure-height contact net system according to claim 1, wherein the tensile rigidity K of the hanger is equal to the tensile rigidity K of the hanger t Take the value of 1 multiplied by 10 5 N/m。
CN202210627775.6A 2022-06-06 2022-06-06 Simulation modeling method for small-structure-height contact net system Active CN115099010B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202210627775.6A CN115099010B (en) 2022-06-06 2022-06-06 Simulation modeling method for small-structure-height contact net system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202210627775.6A CN115099010B (en) 2022-06-06 2022-06-06 Simulation modeling method for small-structure-height contact net system

Publications (2)

Publication Number Publication Date
CN115099010A CN115099010A (en) 2022-09-23
CN115099010B true CN115099010B (en) 2024-03-29

Family

ID=83289656

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202210627775.6A Active CN115099010B (en) 2022-06-06 2022-06-06 Simulation modeling method for small-structure-height contact net system

Country Status (1)

Country Link
CN (1) CN115099010B (en)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105631128A (en) * 2015-12-29 2016-06-01 西南交通大学 High-speed railway pantograph-net-train-rail vertical coupling large system dynamic modeling and simulation method
CN112504704A (en) * 2020-09-03 2021-03-16 北京交通大学 High-speed railway bow net current-collecting technology scaling experiment platform
CN112776677A (en) * 2021-02-02 2021-05-11 西南交通大学 Electrified railway contact net suspension structure suitable for big current-carrying capacity
CN114169223A (en) * 2021-11-15 2022-03-11 西南交通大学 Optimal design method for distribution coordinates of high-speed contact net dropper

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105631128A (en) * 2015-12-29 2016-06-01 西南交通大学 High-speed railway pantograph-net-train-rail vertical coupling large system dynamic modeling and simulation method
CN112504704A (en) * 2020-09-03 2021-03-16 北京交通大学 High-speed railway bow net current-collecting technology scaling experiment platform
CN112776677A (en) * 2021-02-02 2021-05-11 西南交通大学 Electrified railway contact net suspension structure suitable for big current-carrying capacity
CN114169223A (en) * 2021-11-15 2022-03-11 西南交通大学 Optimal design method for distribution coordinates of high-speed contact net dropper

Non-Patent Citations (7)

* Cited by examiner, † Cited by third party
Title
Study on the Dynamic Performance of High-Speed Railway Catenary System With Small Encumbrance;Zhao Xu;IEEE TRANSACTIONS ON INSTRUMENTATION AND MEASUREMENT;20220718;第71卷;全文 *
基于Ansys的受电弓/接触网动力学仿真中接触网的建模研究;唐相营;王月明;李亮;;机电产品开发与创新;20130528(第03期);第119-121页 *
接触网动态仿真模型建立及分析;胡艳;黄盼盼;;机械强度;20200814(第04期);第160-165页 *
铁道电气化接触网弹性吊索安装张力测试探讨;宋威;;住宅与房地产;20160525(第15期);第117-118页 *
高速列车吊弦冲击动力特性的仿真研究;陈友均;阳光武;肖守讷;薛弼一;何春天;;机械制造与自动化;20200420(第02期);第94-97+118页 *
高速铁路接触 网 系统参数及腕臂和定位装置优化研究;罗健;中国优秀硕士学位论文全文数据库 工程科技II辑;20181215;全文 *
高铁接触网施工误差对弓网动态性能的影响及维修控制;高少辉;;科学中国人;20170125(第03期);第36页 *

Also Published As

Publication number Publication date
CN115099010A (en) 2022-09-23

Similar Documents

Publication Publication Date Title
CN219179129U (en) Umbilical cable bending stiffness testing device
CN110362786B (en) Decoupling modeling method for dynamic response analysis of high-speed railway bow-net coupling system
WO2021134738A1 (en) Catenary dropper fatigue test device and method therefor
CN115099010B (en) Simulation modeling method for small-structure-height contact net system
CN109596330A (en) A kind of multichannel high iron catenary dropper fatigue experimental device
CN111783201B (en) Rapid analysis method for dynamic characteristics of three-span self-anchored suspension bridge
CN105319048B (en) A kind of method that pipeline suspension bridge wind resistant property is simulated in wind tunnel test
Sell-Le Blanc et al. Material based process model for linear noncircular coil winding processes with large wire gauge: Investigation of wire material influences on the winding process and compensation approaches
Peyrot et al. Longitudinal loads from broken conductors and broken insulators and their effect on transmission lines
CN105222981A (en) A kind of bracing cable vibration suppression device
CN108090263B (en) Verification method for pneumatic damping of deicing vibration scale test of power transmission line
CN208981163U (en) One kind monitoring system for parallel steel stranded wire stayed Cable Construction Cable Force uniformity
CN207181144U (en) A kind of fatigue rig of brake block
CN111506944B (en) Tower wind load pulsation reduction coefficient calculation method considering tower line coupling effect
CN110580395B (en) Load calculation method suitable for contact network cantilever system
CN116086988A (en) Umbilical cable bending stiffness testing device and method
CN106709166A (en) Aircraft wire harness laying process
CN114936487A (en) Method and system for positioning contact net positioner fault
CN111241731B (en) Power transmission wire shape finding method based on horizontal tension
CN216132851U (en) Electrified railway contact net insulator and part multichannel composite performance test system
CN216594603U (en) Fatigue test device for electric connecting wire of high-speed railway contact network
CN210720022U (en) Composite insulator buckling detection device
CN113868738A (en) Three-dimensional design method for inclined suspension type tubular bus of transformer substation
CN221037993U (en) Ladder dynamic fatigue performance test system
CN202177544U (en) Test control system for bending fatigue test of viscous-elastic material

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant