CN107092711A - A kind of dynamics collaborative simulation analysis system and method for track - Google Patents

A kind of dynamics collaborative simulation analysis system and method for track Download PDF

Info

Publication number
CN107092711A
CN107092711A CN201710118107.XA CN201710118107A CN107092711A CN 107092711 A CN107092711 A CN 107092711A CN 201710118107 A CN201710118107 A CN 201710118107A CN 107092711 A CN107092711 A CN 107092711A
Authority
CN
China
Prior art keywords
model
information
track
dynamics
simulation analysis
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.)
Pending
Application number
CN201710118107.XA
Other languages
Chinese (zh)
Inventor
辛涛
杨学敏
张琦
高亮
肖宏
蔡小培
张艳荣
侯博文
安博伦
张馨月
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.)
Beijing Jiaotong University
Original Assignee
Beijing 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 Beijing Jiaotong University filed Critical Beijing Jiaotong University
Priority to CN201710118107.XA priority Critical patent/CN107092711A/en
Publication of CN107092711A publication Critical patent/CN107092711A/en
Pending legal-status Critical Current

Links

Classifications

    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F30/00Computer-aided design [CAD]
    • G06F30/20Design optimisation, verification or simulation
    • G06F30/23Design optimisation, verification or simulation using finite element methods [FEM] or finite difference methods [FDM]

Landscapes

  • Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Theoretical Computer Science (AREA)
  • Computer Hardware Design (AREA)
  • Evolutionary Computation (AREA)
  • Geometry (AREA)
  • General Engineering & Computer Science (AREA)
  • General Physics & Mathematics (AREA)
  • Management, Administration, Business Operations System, And Electronic Commerce (AREA)
  • Train Traffic Observation, Control, And Security (AREA)

Abstract

The invention discloses a kind of dynamics collaborative simulation analysis system for track, it is characterised in that the system includes:Vehicle analysis platform, for setting up auto model, generates auto model information;Orbit analysis platform, for setting up model trajectory, generates model trajectory information;Cooperative Analysis platform, for generating train-track system model information according to the auto model information and the model trajectory information, the equation of motion is built to the train-track system model information, solution obtains dynamic response data, the present invention discloses a kind of dynamics collaborative simulation analysis method for track, a kind of advantage for being capable of synthetic finite meta analysis software and many-body dynamics software can be provided, the Dynamics Simulation Analysis System and method for of Coupled Rigid-flexible is accurately and rapidly carried out to track.

Description

A kind of dynamics collaborative simulation analysis system and method for track
Technical field
The present invention relates to railway construction simulation analysis field.Cooperateed with more particularly, to a kind of dynamics for track Simulation analysis system and method.
Background technology
With the high speed development of railway construction, in order to accelerate railway abutment speed, China Express Railway construction using it is short, Suitable, straight route selection principle.In high speed railway construction consider different infrastructures bring operation, maintenance, repair the problems such as, Need to use different track structures, it is contemplated that the condition such as varying environment, landform, the load that track structure is born is therewith not yet Together.In order to ensure bullet train traveling comfort and security, the normal use of track structure and the durability of bridge tunnel, It is particularly important for the train dynamics analysis under various environment.At present, domestic and foreign scholars are mainly soft by finite element Part and many-body dynamics software are analyzed, and finite element software being capable of each structure of simulation, but calculating data are huge, speed in detail Slowly, and can not accurate simulation wheel track coupled wave theory, many-body dynamics software calculating speed is fast, but can not Detailed simulation track foundation Facility.
Accordingly, it is desirable to provide a kind of dynamics collaborative simulation analysis method and system for track, at a high speed, again The track Coupled Rigid-flexible problem frequently encountered in load, field of urban rail Dynamics Simulation Analysis can be comprehensive there is provided one kind The advantage of finite element analysis software and many-body dynamics software is closed, the dynamics of Coupled Rigid-flexible is accurately and rapidly carried out to track The System and method for of simulation analysis.
The content of the invention
The invention solves the problems that a technical problem be to provide a kind of dynamics collaborative simulation analysis method for track, The invention solves the problems that another technical problem be to provide a kind of dynamics collaborative simulation analysis system for track, with can The advantage of synthetic finite meta analysis software and many-body dynamics software, accurately and rapidly carries out the power of Coupled Rigid-flexible to track Learn simulation analysis.
In order to solve the above technical problems, the present invention uses following technical proposals:
One aspect of the present invention discloses a kind of dynamics collaborative simulation analysis system for track, it is characterised in that institute The system of stating includes:
Vehicle analysis platform, for setting up auto model, generates auto model information;
Orbit analysis platform, for setting up model trajectory, generates model trajectory information;
Cooperative Analysis platform, for generating train-track system mould according to the auto model information and the model trajectory information Type information, the equation of motion is built to the train-track system model information, and solution obtains dynamic response data.
Preferably, the vehicle analysis platform includes many-body dynamics software, and the orbit analysis platform includes finite element Analysis software.
Preferably, the auto model includes car body, bogie and wheel pair.
Preferably, the model trajectory include rail model, fastener model, Sleeper model, railway roadbed model, stopping means with And infrastructure model.
Preferably, the infrastructure model includes bridge model, roadbed model, tunnel model and transition segment model.
Preferably, the railway roadbed model includes tiny fragments of stone, coal, etc. model trajectory or non-fragment orbit model.
Preferably, the auto model information and model trajectory information include the geometry of auto model and model trajectory respectively Parameter, physical parameter, free degree information, nodal information and unit information.
Preferably, the system, which carries out a step, includes post-processing module,
The post-processing module is used to draw dynamic response chart according to the dynamic response data and generates report file.
Another aspect of the present invention also discloses a kind of dynamics collaborative simulation analysis method for track, and its feature exists In methods described includes:
S1:Auto model is set up by vehicle analysis platform, auto model information is generated;
S2:Model trajectory is set up by orbit analysis platform, model trajectory information is generated;
S3:Train-track system is generated according to the auto model information and the model trajectory information by Cooperative Analysis platform Model information, the equation of motion is built to the train-track system model information, and solution obtains dynamic response data.
Preferably, methods described further comprises S4:Dynamic response chart and life are drawn according to the dynamic response data Into report file.
Beneficial effects of the present invention are as follows:
The present invention combines the modeling advantage of finite element emulation software and the calculating advantage of many-body dynamics software to track Carry out Dynamics Simulation Analysis, it is considered to the actual conditions of different track infrastructures, and accurately reflect wheel-rail contact relationship.Compare Emulated only with many-body dynamics software, the present invention can consider shadow of the different track infrastructures to dynamic response in detail Ring.Emulated compared to only with finite element software, the present invention is equipped with specific Wheel Rail Contact module, result of calculation is more defined Really.In addition, the invention provides complete post-processing module, data processing voluntarily is carried out to the dynamic response of acquisition, from It is dynamic to complete the statistical analysis of derailment coefficients, rate of wheel load reduction and maximum, and draw a diagram, generate report file.
Brief description of the drawings
The embodiment to the present invention is described in further detail below in conjunction with the accompanying drawings.
Fig. 1 shows a kind of schematic diagram of dynamics collaborative simulation analysis system for track of the invention.
Fig. 2 shows a kind of flow chart of dynamics collaborative simulation analysis method for track of the invention.
Fig. 3 shows a kind of dynamics collaborative simulation analysis system for track of the invention and the car of method specific embodiment Front view, the Left elevation and bottom view of model.
Fig. 4 shows a kind of dynamics collaborative simulation analysis system for track of the invention and the rail of method specific embodiment The stereogram of road model.
Fig. 5 shows that a kind of dynamics collaborative simulation analysis system for track of the invention is solved with method specific embodiment Obtained vertical wheel rail force.
Fig. 6 shows that a kind of dynamics collaborative simulation analysis system for track of the invention is solved with method specific embodiment Obtained wheel-rail lateral force.
Fig. 7 shows that a kind of dynamics collaborative simulation analysis system for track of the invention is solved with method specific embodiment Obtained derailment coefficients.
Fig. 8 shows that a kind of dynamics collaborative simulation analysis system for track of the invention is solved with method specific embodiment Obtained rate of wheel load reduction.
Fig. 9 shows that a kind of dynamics collaborative simulation analysis system for track of the invention is solved with method specific embodiment Obtained rail vertical deviation.
Figure 10 shows that a kind of dynamics collaborative simulation analysis system for track of the invention is asked with method specific embodiment The rail vertical acceleration that solution is obtained
Embodiment
In order to illustrate more clearly of the present invention, the present invention is done further with reference to preferred embodiments and drawings It is bright.Similar part is indicated with identical reference in accompanying drawing.It will be appreciated by those skilled in the art that institute is specific below The content of description is illustrative and be not restrictive, and should not be limited the scope of the invention with this.
As shown in figure 1, the invention discloses a kind of dynamics collaborative simulation analysis system for track, the system bag Include:Vehicle analysis platform, orbit analysis platform and Cooperative Analysis platform.
Wherein, the vehicle analysis platform is used to set up auto model, generates auto model information.It is preferred that, vehicle point Analysis platform can set up auto model using many-body dynamics software, it is furthermore preferred that building for vehicle can be carried out using FORTRAN softwares Mould.The auto model may include car body, bogie and wheel pair.
The orbit analysis platform is used to set up model trajectory, generates model trajectory information.The orbit analysis platform can Including finite element analysis software, it is furthermore preferred that the modeling of track can be carried out using ABAQUS softwares.The model trajectory may include Rail model, fastener model, Sleeper model, railway roadbed model, stopping means and infrastructure model.Wherein, the bottom base Plinth model may include bridge model, roadbed model, tunnel model and transition segment model, and the railway roadbed model may include there is tiny fragments of stone, coal, etc. rail Road model or non-fragment orbit model.
The Cooperative Analysis platform is used to generate track system according to the auto model information and the model trajectory information System model information, the equation of motion is built to the train-track system model information, and solution obtains dynamic response data.Specifically, institute State the model letter that Cooperative Analysis platform exports vehicle and track infrastructure by the method for secondary development and file interaction respectively Breath, the then model information on the Cooperative Analysis platform for carrying Wheel Rail Contact module to two models of vehicle and track of importing Matched, and build the equation of motion, carry out the renewal and iterative calculation of system information, obtain train by when caused power Response data.The auto model information and model trajectory information can include the geometric parameters of auto model and model trajectory respectively Number, physical parameter, free degree information, nodal information and unit information.The model information of two models after pairing may also comprise Geometric parameter, physical parameter, free degree information, nodal information and unit information.
The dynamics collaborative simulation analysis system, which carries out a step, includes post-processing module, and the post-processing module is used for root Dynamic response chart is drawn according to the dynamic response data and report file is generated, specifically, for entering to dynamic response data Row data processing, realizes derailment coefficients, rate of wheel load reduction, the statistical analysis of maximum automatically, draws response chart, and generate report Accuse file.
As shown in Fig. 2 the present invention discloses a kind of dynamics collaborative simulation analysis method for track, the side Method includes:
S1:Auto model is set up by vehicle analysis platform, auto model information is generated.It is preferred that, it can be moved using many bodies Machine software sets up auto model, it is furthermore preferred that the modeling of vehicle can be carried out using FORTRAN softwares.The auto model can Including car body, bogie and wheel pair.
S2:Model trajectory is set up by orbit analysis platform, model trajectory information is generated.It is preferred that, finite element can be used Software sets up model trajectory, it is furthermore preferred that the modeling of track can be carried out using ABAQUS softwares.The model trajectory may include steel Rail model, fastener model, Sleeper model, railway roadbed model, stopping means and infrastructure model.Wherein, the infrastructure Model may include bridge model, roadbed model, tunnel model and transition segment model, and the railway roadbed model may include Ballast track Model or non-fragment orbit model.
S3:Train-track system is generated according to the auto model information and the model trajectory information by Cooperative Analysis platform Model information, the equation of motion is built to the train-track system model information, and solution obtains dynamic response data.Specifically, passing through The method of secondary development and file interaction exports the model information of vehicle and track infrastructure respectively, is then carrying wheel track Contact and the model information of two models of vehicle and track of importing is matched on the Cooperative Analysis platform of module, and build fortune Dynamic equation, carries out the renewal and iterative calculation of system information, obtain train by when caused dynamic response data.The vehicle Model information and model trajectory information can include the geometric parameter of auto model and model trajectory, physical parameter, the free degree respectively Information, nodal information and unit information.The model information of two models after pairing may also comprise geometric parameter, physical parameter, Free degree information, nodal information and unit information.
Methods described further may include S4:Dynamic response chart is drawn according to the dynamic response data and report is generated File.Specifically, carrying out data processing to dynamic response data, derailment coefficients, rate of wheel load reduction, the system of maximum are realized automatically Meter analysis, draws response chart, and generate report file.
Come that the present invention is further illustrated below by a specific embodiment, certain bullet train is straight to exemplified by gap bridge When, speed is 300km/h.The form of non-fragment orbit is used in the present embodiment, track slab pavement is on bedplate, bedplate laying On bridge, bridge is steel box-girder, and specific implementation process is:First, auto model, the car are set up in many-body dynamics software Model includes car body, bogie and wheel pair, as shown in Figure 3.Secondly, track infrastructure is set up in detail in finite element software Model, the track infrastructure model includes rail, fastener, sleeper, non-fragment orbit and bridge, as shown in Figure 4.Again, exist On the basis of many bodies, finite element software, by secondary development, the model information of vehicle and track infrastructure, institute are exported respectively Stating model information includes:Geometric parameter, physical parameter, free degree information, nodal information and unit information.Closed by geometric parameter Connection, makes the information of two models match the system model information for forming an entirety, the system model information bag on new platform Include geometric parameter, physical parameter, free degree information, nodal information and unit information.Carrying the new platform of Wheel Rail Contact module On, with reference to system model information build the equation of motion, carry out system information renewal and iterative calculation, obtain train by when draw The dynamic response risen.Finally, each dynamic response for completing to obtain after the equation of motion is solved to cooperating simulation platform to carry out at data Reason, realizes derailment coefficients, rate of wheel load reduction, the statistical analysis of maximum automatically, and draws response chart, generates report file. The dynamic responses, the vertical active force of wheel track, wheel such as the vibration acceleration of track infrastructure, dynamic displacement can be obtained using this method The index such as the response of the power such as rail horizontal force and derailment coefficients, off-load rate, experimental data calculates knot as shown in table 5- tables 10 Fruit is as shown in table 1.
The result of calculation of table 1
The result of calculation in table 1, derailment coefficients and rate of wheel load reduction be satisfied by require, track infrastructure it is vertical Displacement is sequentially reduced from top to bottom, and the vertical deviation of bridge is minimum, and the vertical deviation of rail is maximum, as a result tallies with the actual situation. Therefore, this example demonstrates that, the present invention can be used for carry out track Coupled Rigid-flexible dynamic characteristics analysis.
Obviously, the above embodiment of the present invention is only intended to clearly illustrate example of the present invention, and is not pair The restriction of embodiments of the present invention, for those of ordinary skill in the field, may be used also on the basis of the above description To make other changes in different forms, all embodiments can not be exhaustive here, it is every to belong to this hair Row of the obvious changes or variations that bright technical scheme is extended out still in protection scope of the present invention.

Claims (10)

1. a kind of dynamics collaborative simulation analysis system for track, it is characterised in that the system includes:
Vehicle analysis platform, for setting up auto model, generates auto model information;
Orbit analysis platform, for setting up model trajectory, generates model trajectory information;
Cooperative Analysis platform, believes for generating train-track system model according to the auto model information and the model trajectory information Breath, the equation of motion is built to the train-track system model information, and solution obtains dynamic response data.
2. dynamics collaborative simulation analysis system according to claim 1, it is characterised in that the vehicle analysis platform bag Many-body dynamics software is included, the orbit analysis platform includes finite element analysis software.
3. dynamics collaborative simulation analysis system according to claim 1, it is characterised in that the auto model includes car Body, bogie and wheel pair.
4. dynamics collaborative simulation analysis system according to claim 1, it is characterised in that the model trajectory includes steel Rail model, fastener model, Sleeper model, railway roadbed model, stopping means and infrastructure model.
5. dynamics collaborative simulation analysis system according to claim 1, it is characterised in that the infrastructure model bag Include bridge model, roadbed model, tunnel model and transition segment model.
6. dynamics collaborative simulation analysis system according to claim 1, it is characterised in that the railway roadbed model includes Tiny fragments of stone, coal, etc. model trajectory or non-fragment orbit model.
7. dynamics collaborative simulation analysis system according to claim 1, it is characterised in that the auto model information and Model trajectory information includes geometric parameter, physical parameter, free degree information, the nodal information of auto model and model trajectory respectively And unit information.
8. dynamics collaborative simulation analysis system according to claim 1, it is characterised in that the system, which carries out a step, to be included Post-processing module,
The post-processing module is used to draw dynamic response chart according to the dynamic response data and generates report file.
9. a kind of dynamics collaborative simulation analysis method for track, it is characterised in that methods described includes:
S1:Auto model is set up by vehicle analysis platform, auto model information is generated;
S2:Model trajectory is set up by orbit analysis platform, model trajectory information is generated;
S3:Train-track system model is generated according to the auto model information and the model trajectory information by Cooperative Analysis platform Information, the equation of motion is built to the train-track system model information, and solution obtains dynamic response data.
10. dynamics collaborative simulation analysis method according to claim 9, it is characterised in that methods described is further wrapped Include S4:Dynamic response chart is drawn according to the dynamic response data and report file is generated.
CN201710118107.XA 2017-03-01 2017-03-01 A kind of dynamics collaborative simulation analysis system and method for track Pending CN107092711A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710118107.XA CN107092711A (en) 2017-03-01 2017-03-01 A kind of dynamics collaborative simulation analysis system and method for track

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710118107.XA CN107092711A (en) 2017-03-01 2017-03-01 A kind of dynamics collaborative simulation analysis system and method for track

Publications (1)

Publication Number Publication Date
CN107092711A true CN107092711A (en) 2017-08-25

Family

ID=59648619

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710118107.XA Pending CN107092711A (en) 2017-03-01 2017-03-01 A kind of dynamics collaborative simulation analysis system and method for track

Country Status (1)

Country Link
CN (1) CN107092711A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111079322A (en) * 2018-10-19 2020-04-28 株洲中车时代电气股份有限公司 Train system dynamics modeling method and simulation method thereof
CN111353200A (en) * 2020-03-03 2020-06-30 西南交通大学 Locomotive motor bearing dynamics simulation analysis platform, device and method

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103150450A (en) * 2013-03-26 2013-06-12 北京经纬恒润科技有限公司 Method for establishing dynamics real-time model of rail transit vehicle
CN103150458A (en) * 2013-04-01 2013-06-12 中南大学 Car-track-bridge-foundation coupling system and dynamic analysis method thereof
CN103488805A (en) * 2012-06-13 2014-01-01 北京交通大学 Joint-simulation-based on-bridge ballastless turnout structure system and dynamic analysis method thereof
CN104992019A (en) * 2015-07-02 2015-10-21 北京交通大学 Simplified design method for continuously-welded rail of ballastless track of ultra-large bridge of railway
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

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103488805A (en) * 2012-06-13 2014-01-01 北京交通大学 Joint-simulation-based on-bridge ballastless turnout structure system and dynamic analysis method thereof
CN103150450A (en) * 2013-03-26 2013-06-12 北京经纬恒润科技有限公司 Method for establishing dynamics real-time model of rail transit vehicle
CN103150458A (en) * 2013-04-01 2013-06-12 中南大学 Car-track-bridge-foundation coupling system and dynamic analysis method thereof
CN104992019A (en) * 2015-07-02 2015-10-21 北京交通大学 Simplified design method for continuously-welded rail of ballastless track of ultra-large bridge of railway
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

Non-Patent Citations (3)

* Cited by examiner, † Cited by third party
Title
ILARIA GROSSONI ET AL: ""DYNAMICS OF A VEHICLE-TRACK COUPLING SYSTEM AT RAIL JOINT"", 《JOURNAL OF RAIL AND RAPID TRANSIT》 *
辛涛 等: ""基于车轨耦合和扣件精细模型的弹条疲劳分析"", 《中南大学学报(自然科学版)》 *
辛涛: ""高速铁路高架桥上无砟道岔动力特性研究"", 《中国博士学位论文全文数据库 工程科技Ⅱ辑》 *

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111079322A (en) * 2018-10-19 2020-04-28 株洲中车时代电气股份有限公司 Train system dynamics modeling method and simulation method thereof
CN111079322B (en) * 2018-10-19 2022-08-30 株洲中车时代电气股份有限公司 Train system dynamics modeling method and simulation method thereof
CN111353200A (en) * 2020-03-03 2020-06-30 西南交通大学 Locomotive motor bearing dynamics simulation analysis platform, device and method

Similar Documents

Publication Publication Date Title
CN103150458B (en) Vehicle-track-bridge-foundation coupled system and method for dynamic analysis thereof
Cai et al. Dynamic interaction of suspension-type monorail vehicle and bridge: numerical simulation and experiment
Zhang et al. Study on dynamics of coupled systems in high-speed trains
Xu et al. A novel model for determining the amplitude-wavelength limits of track irregularities accompanied by a reliability assessment in railway vehicle-track dynamics
Zhu et al. Efficient assessment of 3D train-track-bridge interaction combining multi-time-step method and moving track technique
Evans et al. Challenges in simulation of rail vehicle dynamics
CN101697175B (en) Simulated prediction method for rail transit noise
CN110334371A (en) A kind of Train-bridge coupling system vibration calculation method based on finite element model
Peixer et al. Running safety evaluation of a train moving over a high-speed railway viaduct under different track conditions
Perrin et al. Quantification of the influence of the track geometry variability on the train dynamics
Blanco-Saura et al. Study of the dynamic vehicle-track interaction in a railway turnout
Spiryagin et al. Problems, assumptions and solutions in locomotive design, traction and operational studies
Lai et al. Optimization of rail transit alignments considering vehicle dynamics
Lei et al. Dynamic analysis of the high speed train and slab track nonlinear coupling system with the cross iteration algorithm
CN107092711A (en) A kind of dynamics collaborative simulation analysis system and method for track
CN116362089A (en) Vehicle-ballasted track-roadbed space coupling dynamics method, device and equipment
Xu et al. Stiffness Characteristics of High‐Speed Railway Turnout and the Effect on the Dynamic Train‐Turnout Interaction
CN109766635A (en) A kind of locomotive machinery unit status detecting sensor Optimal Deployment Method
Liu et al. Novel dynamic test system for simulating high-speed train moving on bridge under earthquake excitation
Chollet et al. The VOCO multi-body software in the context of real-time simulation
CN115292972B (en) Digital twin fine collaborative simulation method for driving on high-speed railway bridge under earthquake action
Wang et al. Study on rail profile optimization based on the nonlinear relationship between profile and wear rate
Chang et al. Optimizing reduced values of switch rails during the service time of high-speed railway turnouts
CN104731998B (en) The computational methods of dynamic response under line bridge non-uniform method
JP2015040417A (en) Track maintenance planning method and track maintenance scheduling system

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
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20170825