CN109406310A - The Dynamic And Static Loads synchronous servo control system of three axis six-way Hopkinson pressure bars - Google Patents

The Dynamic And Static Loads synchronous servo control system of three axis six-way Hopkinson pressure bars Download PDF

Info

Publication number
CN109406310A
CN109406310A CN201811601104.2A CN201811601104A CN109406310A CN 109406310 A CN109406310 A CN 109406310A CN 201811601104 A CN201811601104 A CN 201811601104A CN 109406310 A CN109406310 A CN 109406310A
Authority
CN
China
Prior art keywords
confining pressure
square
square pole
frame
hopkinson
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
CN201811601104.2A
Other languages
Chinese (zh)
Inventor
朱建波
谢和平
周韬
李玉龙
赵坚
索涛
汤忠斌
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.)
Shenzhen University
Original Assignee
Shenzhen 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 Shenzhen University filed Critical Shenzhen University
Priority to CN201811601104.2A priority Critical patent/CN109406310A/en
Publication of CN109406310A publication Critical patent/CN109406310A/en
Priority to PCT/CN2019/115480 priority patent/WO2020134579A1/en
Priority to US17/359,126 priority patent/US20210325287A1/en
Pending legal-status Critical Current

Links

Classifications

    • 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
    • G01N3/30Investigating strength properties of solid materials by application of mechanical stress by applying a single impulsive force, e.g. by falling weight
    • G01N3/307Investigating strength properties of solid materials by application of mechanical stress by applying a single impulsive force, e.g. by falling weight generated by a compressed or tensile-stressed spring; generated by pneumatic or hydraulic means
    • 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
    • G01N3/02Details
    • 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
    • G01N2203/003Generation of the force
    • G01N2203/0042Pneumatic or hydraulic means
    • G01N2203/0048Hydraulic means
    • 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
    • G01N2203/025Geometry of the test
    • G01N2203/0256Triaxial, i.e. the forces being applied along three normal axes of the specimen

Abstract

The present invention provides the Dynamic And Static Loads synchronous servo control system of three axis six-way Hopkinson pressure bars, square pole fixes and supports frame by self-lubricating square pole and fixes, and square pole realizes that centering is connect in square aperture with centered cubic square chest;Confining pressure loads hydraulic cylinder and confining pressure load actuator and confining pressure loads frame tandem compound, electromagnetic pulse excitation cavity is placed in confining pressure load frame, and be bonded freely and closely with the incidence end of square pole, confining pressure loads frame and boss is connected in series, and boss is placed in square pole incidence end.The setting of boss can be achieved to also ensure that Hopkinson pressure bar incidence end is free end after applying static confining pressure to test sample, after solving the static prestressing force of traditional sound combination Hopkinson lever system application, Hopkinson incident bar is not can guarantee and the problem of transmission bar end is in free state, to provide test condition for the ultrasonic test under subsequent application electromagnetism excitation stress pulse and dwell condition in situ.

Description

The Dynamic And Static Loads synchronous servo control system of three axis six-way Hopkinson pressure bars
Technical field
The present invention relates to the tests of the dynamic mechanical of the materials such as rock, concrete, polymer, more particularly to are based on Hope Measurement of Material Mechanical Performance system under the conditions of the gloomy bar coupled static-dynamic loadingi of gold.
Background technique
The dynamic test device of the materials such as existing rock, concrete has one-dimensional Hopkinson bar, coupled static-dynamic loadingi Three axis Hopkinson bars, one-dimensional Hopkinson beam bar, the rock Hopkinson bar based on true triaxial static load.Based on Hopkinson bar The research method to the material kinetics characteristic such as rock, concrete of device, loading method initially only have one-dimensional Impulsive load, so There is the one-dimensional Impulsive load of pre-add static state confining pressure afterwards.
In complicated engineering problem, the materials such as rock, concrete are often subject to multidirectional impact load or three-dimensional differs Crustal stress, and the twin shaft that is subject to of the materials such as rock, concrete or three axis impact loads may be it is each to and meanwhile load It may be each (such as millisecond delay blasting in blasting process) being delayed to difference.At present both at home and abroad to rock, concrete etc. The research device of kinetic characteristics of the material under Impulsive load can only realize the coupled static-dynamic loadingi of the confining pressures such as unidirectional and circumferential. The utility model of Patent No. 201620574575.9 describes a kind of true triaxial Hopkinson pressure bar device, and the device is to rock Class sample applies three-dimensional static state prestressing force simultaneously, and (stress of three principal direction meets: σ1≠σ2≠σ3) after, and sample is carried out single To Impulsive load, it can be achieved that under pre-add static state true triaxial stress state rock type sample unidirectional Impulsive load.However unidirectional punching Hit load three axis Hopkinson bars test can not really reflect the materials such as rock, concrete it is multidirectional while delay impact The dynamic mechanical behavior of load, this is the technical issues of existing apparatus urgent need is captured.
Summary of the invention
The object of the present invention is to provide one kind, and the load synchronous with dynamic load of true triaxial superelevation static state may be implemented, and realizes The Dynamic And Static Loads synchronous servo control system of the servo-controlled three axis six-way Hopkinson pressure bar of confining pressure in test process.
The Dynamic And Static Loads synchronous servo of the Dynamic And Static Loads synchronous servo control system of three axis six-way Hopkinson pressure bars controls Device includes boss, baffle, confining pressure load hydraulic cylinder and confining pressure load frame.Boss is the innovation main points of the device.Three axis six It is single-axis bidirectional hydraulic loading system to each direction of Hopkinson lever system, single-axis bidirectional hydraulic loading system is placed in branch It supports on platform, centered cubic square chest is placed on central supported platform, six faces of centered cubic square chest are reserved rectangular respectively Hole and peep hole, place the square pole of X, Y, Z-direction in square hole, and the side on square pole close to incident stress-wave loading end is equal One boss is set, and boss can be the 3% to 7% of rectangular pole length with a distance from square pole incidence stress-wave loading end, boss Length can be the 1.5% to 4% of rectangular pole length, the diameter of boss can be 1.5 to 2.5 times of square pole cross section side length. With X+For direction, high-pressure oil pipe is opened, by oil inlet to X+It is oil-filled to confining pressure load hydraulic cylinder 2, push X+To confining pressure plus It carries actuator 4 to travel forward, and and X+It is contacted to confining pressure load frame 7;It continues to oil pressure and pushes X+Actuator 4 is loaded to confining pressure It moves forward, axial compressive force is transferred to X by boss 8+Direction square pole 10, and then be applied on cuboid sample 64, make It is by accurate static confining pressure.Similarly, Y, Z-direction static state confining pressure loading principle are identical as X-direction.It is applied to X, Y, Z three-dimensional confining pressure After adding, dynamic stress pulse can be applied to sample by being placed in the electromagnetic pulse excitation cavity of square pole incidence end.It is dynamic State Impulsive load process will be impacted using the precise displacement sensor and precision pressure sensor in servo hydraulic control system The industrial personal computer that the displacement signal of square pole and pressure signal are transmitted to confining pressure loading system in the process realizes the position to load cylinder Shifting is precisely controlled with loading force size, to guarantee that test sample dynamic impulsion loading procedure static state confining pressure maintains one always Metastable stress value realizes static confining pressure SERVO CONTROL.
In order to solve the problems, such as that in the prior art, the present invention provides a kind of Dynamic And Static Loads of three axis six-way Hopkinson pressure bars Synchronous servo control system, it is flat that the test macro is equipped with centered cubic square chest, planche cross support platform, central supported Platform;Centered cubic square chest Z+ to completely open, along X+ to, X- to, Y+ to, Y- to and Z- to respectively at square chest hit exactly meta position Square aperture is installed, and square aperture size is identical as square pole size;Centered cubic square chest is placed in central supported platform Upper surface center, and constitute orthogonal coordinate system for three axis six-way Hopkinson lever systems with planche cross support platform Precise positioning and centering;Using centered cubic square chest as symmetrical centre, be symmetrically arranged in planche cross support platform X+ to, X- to, Y+ to, Y- to confining pressure load hydraulic cylinder, confining pressure load actuator, confining pressure load frame, electromagnetic pulse excitation cavity, boss, Square pole and self-lubricating square pole fix and support frame;Planche cross support platform center it is upper and lower be respectively set Z+ to and Z- To confining pressure load hydraulic cylinder, confining pressure load actuator, confining pressure load frame, electromagnetic pulse excitation cavity, boss, square pole and from Lubrication square pole fixes and supports frame, and X+ collectively forms three axis six-ways to six systems system to, Z+ to Z- to, Y+ to, Y- to, X- Hopkinson lever system;
Square pole fixes and supports frame by self-lubricating square pole and fixes, and square pole and centered cubic square chest are in square aperture Realize centering connection;Confining pressure loads hydraulic cylinder and confining pressure load actuator and confining pressure loads frame tandem compound, and electromagnetic pulse swashs Hair chamber is placed in confining pressure load frame, and is placed in the incidence end of square pole, and freely and close with the incidence end of square pole Fitting, confining pressure loads frame and boss is connected in series, and boss is placed in square pole incidence end, is long 3% to 7% of bar apart from end Place.
As a further improvement of the present invention, distance of the boss apart from square pole incidence stress-wave loading end is rectangular The 3% to 7% of pole length.
As a further improvement of the present invention, the length of the boss is the 1.5% to 4% of rectangular pole length.
As a further improvement of the present invention, the diameter of the boss is 1.5 to 2.5 times of square pole cross section side length.
It as a further improvement of the present invention, further include square pole centering positioning guide rail, square pole is fixed along square pole centering Position guide rail realizes that centering is connect in square aperture with centered cubic square chest.
It as a further improvement of the present invention, further include electromagnetic pulse excitation cavity support frame, the electromagnetic pulse excitation cavity Support frame is placed in confining pressure load frame, and is placed in the incidence end of square pole, the electromagnetic pulse excitation cavity support frame support The electromagnetic pulse excitation cavity.
As a further improvement of the present invention, X+ is to, X- to, Y+ to, Y- to being respectively equipped with link supports bar and confining pressure adds It carries end-stopping plate and confining pressure loads fixed end-stopping plate, confining pressure is loaded end-stopping plate with the link supports bar and confining pressure load fixing end is kept off Plate is connected with centered cubic square chest.
As a further improvement of the present invention, Z+ vertically fixes and supports frame to being respectively equipped with to Z-, described vertical Fix and support frame and centered cubic square chest connect for Z+ to Z-to the application of static confining pressure provide fixed frame with Counter-force support system.
The beneficial effects of the present invention are:
The setting of boss can be achieved to also ensure that Hopkinson pressure bar incidence end is after applying static confining pressure to test sample Free end not can guarantee Hopkinson incidence after solving the static prestressing force of traditional sound combination Hopkinson lever system application The problem of bar and transmission bar end are in free state, thus for subsequent application electromagnetism excitation stress pulse and pressure maintaining item in situ Ultrasonic test under part provides test condition.
Hopkinson pressure bar test macro true triaxial may be implemented in static true triaxial synchronous servo control confining pressure loading system The synchronous load of static confining pressure, and realize the SERVO CONTROL (Bit andits control and Stress Control) of confining pressure in test process.
300MPa superelevation static state confining pressure (simulation ten thousand metres depth crustal stress) true triaxial load can be achieved in the present invention, solves The defect of super-pressure static state confining pressure simulation ten thousand metres depth crustal stress can not be applied.
Detailed description of the invention
Fig. 1 is three axis six-way the synchronized Coordinative Control electromagnetism load Hopkinson lever system schematic three dimensional views;
Fig. 2 is X to single-axis bidirectional hydraulic loading system main view;
Fig. 3 is X to single-axis bidirectional hydraulic loading system top view;
Fig. 4 is that square pole and boss construct schematic three dimensional views;
Fig. 5 is that square pole and boss construct two-dimentional main view;
Fig. 6 is that square pole and boss construct two-dimentional left view;
Fig. 7 is that boss construction with confining pressure loading system connect schematic three dimensional views;
Fig. 8 is that boss construction connect two-dimentional main view with confining pressure loading system.
Figure label corresponding component title is as follows:
1-X+To support platform, 2-X+To confining pressure load hydraulic cylinder, 3-X+To confining pressure load end-stopping plate, 4-X+To confining pressure plus Load actuator, 5-X+To electromagnetic pulse excitation cavity support frame, 6-X+To electromagnetic pulse excitation cavity, 7-X+To confining pressure load frame, 8-X+To Boss, 9-X+To link supports bar, 10-X+To square pole, 11-X+Frame is fixed and supported to self-lubricating square pole, 12-X+To rectangular Bar centering positioning guide rail, 13-X-It is loaded to confining pressure and fixes end-stopping plate, 14-X-To electromagnetic pulse excitation cavity, 15-X-To square pole pair Middle positioning guide rail, 16-X-To link supports bar, 17-X-To confining pressure load frame, 18-X-Frame is fixed and supported to self-lubricating square pole, 19-X-To electromagnetic pulse excitation cavity support frame, 20-X-To boss, 21-X-To square pole, 22-X-To support platform, 23-Y+Xiang Wei Pressure load end-stopping plate, 24-Y+To confining pressure load hydraulic cylinder, 25-Y+To support platform, 26-Y+To square pole centering positioning guide rail, 27-Y+To confining pressure load actuator, 28-Y+To electromagnetic pulse excitation cavity support frame, 29-Y+To electromagnetic pulse excitation cavity, 30-Y+To Link supports bar, 31-Y+To confining pressure load frame, 32-Y+To boss, 33-Y+Frame is fixed and supported to self-lubricating square pole, 34-Y+To Square pole, 35-Y-It is loaded to confining pressure and fixes end-stopping plate, 36-Y-To link supports bar, 37-Y-To confining pressure load frame, 38-Y-To rectangular Bar centering positioning guide rail, 39-Y-To support platform, 40-Y-To electromagnetic pulse excitation cavity, 41-Y-It is supported to electromagnetic pulse excitation cavity Frame, 42-Y-To boss, 43-Y-To square pole, 44-Y-Frame is fixed and supported to self-lubricating square pole, 45-Z+It is loaded to confining pressure hydraulic Oil cylinder, 46-Z+To confining pressure load actuator, 47-Z+To confining pressure load frame, 48-Z+To electromagnetic pulse excitation cavity support frame, 49-Z+To Electromagnetic pulse excitation cavity, 50-Z+To vertically fixing and supporting frame, 51-Z+To boss, 52-Z+To self-lubricating square pole it is fixed and Support frame, 53-Z+To square pole, 54-Z+To square pole centering positioning guide rail, 55-Z-Frame is fixed and supported to self-lubricating square pole, 56-Z-To vertically fixing and supporting frame, 57-Z-To electromagnetic pulse excitation cavity, 58-Z-To confining pressure load frame, 59-Z-To square pole Centering positioning guide rail, 60-Z-To square pole, 61-Z-To boss, 62-Z-To electromagnetic pulse excitation cavity support frame, 63-Center cube Body square chest, 64-Cuboid sample, 65-Central supported platform.
Specific embodiment
The present invention will be further described with reference to the accompanying drawing.
Fig. 1 is that three axis six-way the synchronized Coordinative Control electromagnetism load Hopkinson lever system three-dimensional figure.Experimental rig is placed in water On flat cross hang platform, which includes X+To support platform 1, X-To support platform 22, Y+To support platform 25 and Y-To branch Support platform 39 and central supported platform 65.63 upper surface of centered cubic square chest is (along Z+To) completely open, along X+To, X-To, Y+To, Y-To and Z-To respectively at centered cubic square chest middle position, square aperture, and square aperture size and side are set Shape bar size is identical;Centered cubic square chest 63 is placed in the upper surface center of central supported platform 65, and with planche cross branch It supports platform and constitutes precise positioning and centering of the orthogonal coordinate system for three axis six-way Hopkinson lever systems.
It is symmetrical centre with centered cubic square chest 63, is symmetrically arranged X+To, X-To, Y+To, Y-To, Z+To and Z-To Confining pressure loading system, electromagnetic pulse excitation cavity, square pole and self-lubricating square pole fix and support frame, constitute three axis six-ways suddenly Pu Jinsen lever system.Wherein X+To square pole 10 by X+It is fixed that frame 11 is fixed and supported to self-lubricating square pole, and along X+To rectangular Bar centering positioning guide rail 12 and centered cubic square chest 63 are in X+Centering connection is realized to square aperture;X+It is loaded to confining pressure hydraulic Oil cylinder 2 and X+Actuator 4 and X are loaded to confining pressure+7 tandem compound of frame, X are loaded to confining pressure+To electromagnetic pulse excitation cavity 6 and X+To Electromagnetic pulse excitation cavity support frame 5 is placed on X+Into confining pressure load frame 7, and it is placed in X+To the incidence end of square pole 10, and with X+It freely and is closely bonded to the incidence end of square pole 10, X+Frame 7 and X are loaded to confining pressure+It is connected in series to boss 8, is used for edge X+X is applied to test sample to the incidence end of square pole 10+To static confining pressure and dynamic stress impulsive load;X+To link supports Bar 9 is by X+It connects to confining pressure load end-stopping plate 3 and centered cubic square chest 63 as X+Apply to static confining pressure and fixed frame is provided Frame and counter-force support system.X-To square pole 21 by X-It is fixed that frame 18 is fixed and supported to self-lubricating square pole, and along X-To rectangular Bar centering positioning guide rail 15 and centered cubic square chest 63 are in X-Centering connection is realized to square aperture;X-It is excited to electromagnetic pulse Chamber 14 and X-X is placed in electromagnetic pulse excitation cavity support frame 19-To the inside of confining pressure load frame 17, and it is placed in X-To square pole 21 Incidence end, and and X-It freely and is closely bonded to the incidence end of square pole 21, X-Frame 17 and X are loaded to confining pressure-To boss 20 Connection, for along X-X is applied to test sample to the incidence end of square pole 21-To static confining pressure and dynamic stress impulsive load;X- To link supports bar 16 by X-Fixed end-stopping plate 13 is loaded to confining pressure to connect with centered cubic square chest 63 as X-It is enclosed to static state Pressure, which applies, provides fixed frame and counter-force support system.Y+To square pole 34 by Y+Frame 33 is fixed and supported to self-lubricating square pole It is fixed, and along Y+To square pole centering positioning guide rail 26 and centered cubic square chest 63 in Y+Centering connection is realized to square aperture; Y+Hydraulic cylinder 24 and Y are loaded to confining pressure+Actuator 27 and Y are loaded to confining pressure+31 tandem compound of frame, Y are loaded to confining pressure+To electricity Magnetic field impulse excitation cavity 29 and Y+Y is placed on to electromagnetic pulse excitation cavity support frame 28+Into confining pressure load frame 31, and it is placed in Y+ To the incidence end of square pole 34, and and Y+It freely and is closely bonded to the incidence end of square pole 34, Y+To confining pressure load frame 31 with Y+It is connected in series to boss 32, for along Y+Y is applied to test sample to the incidence end of square pole 34+To static confining pressure and dynamic Stress pulse load;Y+To link supports bar 30 by Y+It is connected to confining pressure load end-stopping plate 23 with centered cubic square chest 63 For Y+Apply to static confining pressure and fixed frame and counter-force support system are provided.Y-To square pole 43 by Y-It is solid to self-lubricating square pole Fixed and support frame 44 is fixed, and along Y-To square pole centering positioning guide rail 38 and centered cubic square chest 63 in Y-To square aperture Realize centering connection;Y-To electromagnetic pulse excitation cavity 40 and Y-Y is placed in electromagnetic pulse excitation cavity support frame 41-It is loaded to confining pressure Inside frame 37, and it is placed in Y-To the incidence end of square pole 43, and and Y-It freely and is closely pasted to the incidence end of square pole 43 It closes, Y-Frame 37 and Y are loaded to confining pressure-It is connected to boss 42, for along Y-Y is applied to test sample to the incidence end of square pole 43- To static confining pressure and dynamic stress impulsive load;Y-To link supports bar 36 by Y-Fixed end-stopping plate 35 and center are loaded to confining pressure Cube square chest 63 connects as Y-Apply to static confining pressure and fixed frame and counter-force support system are provided.Z+To square pole 53 By Z+It is fixed that frame 52 is fixed and supported to self-lubricating square pole, and along Z+To square pole centering positioning guide rail 54 and centered cubic Square chest 63 is in Z+Centering connection is realized to square aperture;Z+Hydraulic cylinder 45 and Z are loaded to confining pressure+Actuator 46 is loaded to confining pressure With Z+47 tandem compound of frame, Z are loaded to confining pressure+To electromagnetic pulse excitation cavity 49 and Z+It is put to electromagnetic pulse excitation cavity support frame 48 It sets in Z+Into confining pressure load frame 47, and it is placed in Z+To the incidence end of square pole 53, and and Z+To square pole 53 incidence end from By and closely fitting, Z+Frame 47 and Z are loaded to confining pressure+It is connected in series to boss 51, for along Z+To the incidence end of square pole 53 Z is applied to test sample+To static confining pressure and dynamic stress impulsive load;Z+It is vertical with center to frame 50 is vertically fixed and supported Cube square chest 63 connects as Z+Apply to static confining pressure and fixed frame and counter-force support system are provided.Z-To square pole 60 by Z-It is fixed that frame 55 is fixed and supported to self-lubricating square pole, and along Z-To square pole centering positioning guide rail 59 and centered cubic side Case 63 is in Z-Centering connection is realized to square aperture;Z-To electromagnetic pulse excitation cavity 57 and Z-To electromagnetic pulse excitation cavity support frame 62 are placed in Z-To the inside of confining pressure load frame 58, and it is placed in Z-To the incidence end of square pole 60, and and Z-Incidence to square pole 60 End freely and is closely bonded, Z-Frame 58 and Z are loaded to confining pressure-It is connected to boss 61, for along Z-To the incidence end of square pole 60 Z is applied to test sample-To static confining pressure and dynamic stress impulsive load;Z-It is vertical with center to frame 56 is vertically fixed and supported Cube square chest 63 connects as Z-Apply to static confining pressure and fixed frame and counter-force support system are provided.
As shown in Figures 4 to 6, boss is placed in square pole incidence end, is about 3% to 7% long place of bar apart from end.
The working principle of the Dynamic And Static Loads synchronous servo control system of three axis six-way Hopkinson pressure bar of the invention patent is (take X to single-axis bidirectional hydraulic loading system for):
X+To Hopkinson leverage by X+End-stopping plate 3, X are loaded to confining pressure+Hydraulic cylinder 2, X are loaded to confining pressure+To confining pressure plus Carry actuator 4, X+To electromagnetic pulse excitation cavity 6, X+To link supports bar 9, X+To square pole 10, X+It is solid to self-lubricating square pole Fixed and support frame 11, X+To electromagnetic pulse excitation cavity support frame 5 and X+It is constituted to square pole centering positioning guide rail 12;Wherein X+To Square pole 10 is by X+It is fixed that frame 11 is fixed and supported to self-lubricating square pole, and along X+To square pole centering positioning guide rail 12 in Body-centred cube square chest 63 is in X+Centering connection is realized to square aperture;X+Hydraulic cylinder 2 and X are loaded to confining pressure+It loads and makees to confining pressure Dynamic device 4 and X+7 tandem compound of frame, X are loaded to confining pressure+Frame 7 and X are loaded to confining pressure+It is connected in series to boss 8, for along X+Xiang Fang The incidence end of shape bar 10 applies X to test sample+Static confining pressure, X+To electromagnetic pulse excitation cavity 6 and X+To electromagnetic pulse excitation cavity Support frame 5 is placed on X+Into confining pressure load frame 7, and it is placed in X+To the incidence end of square pole 10, and and X+To square pole 10 Incidence end freely and is closely bonded, for along X+X is applied to test sample to the incidence end of square pole 10+To dynamic stress arteries and veins Rush load;X+To link supports bar 9 by X+It connects to confining pressure load end-stopping plate 3 and centered cubic square chest 63 as X+Xiang Jing State confining pressure, which applies, provides fixed frame and counter-force support system.X-To square pole 21 by X-It is fixed and supported to self-lubricating square pole Frame 18 is fixed, and along X-To square pole centering positioning guide rail 15 and centered cubic square chest 63 in X-Centering is realized to square aperture Connection;X-To electromagnetic pulse excitation cavity 14 and X-X is placed in electromagnetic pulse excitation cavity support frame 19-To the inside of confining pressure load frame 17, And it is placed in X-To the incidence end of square pole 21, and and X-It freely and is closely bonded to the incidence end of square pole 21, X-To confining pressure Load frame 17 and X-It is connected to boss 20, for along X-X is applied to test sample to the incidence end of square pole 21-Static confining pressure and Dynamic stress impulsive load;X-To link supports bar 16 by X-Fixed end-stopping plate 13 and centered cubic square chest 63 are loaded to confining pressure It connects as X-Apply to static confining pressure and fixed frame and counter-force support system are provided.
After installing device and cuboid sample 64 as above, high-pressure oil pipe is opened, by oil inlet to X+Xiang Wei Pressure load hydraulic cylinder 2 is oil-filled, pushes X+It travels forward to confining pressure load actuator 4, and and X+It is contacted to confining pressure load frame 7;After The continuous oil pressure that applies pushes X+It is moved forward to confining pressure load actuator 4, axial compressive force is transferred to X by boss 8+Direction is rectangular Bar 10, and then be applied on cuboid sample 64, make it by accurate static confining pressure.Cuboid sample 64 can be synchronized essence The load of quasi- true triaxial static state confining pressure, and confining pressure can be it is servo-controlled.X+To square pole 10, X-To separate cube of square pole 21 The side of body sample 64 is free end, can be in X+To square pole 10, X-Pass through electromagnetic pulse excitation cavity to 21 two sides of square pole Apply that amplitude is controllable, impact load of adjustable pulse width, and impact load can be three-dimensional and load or respectively prolong to difference simultaneously When load, while single-axis bidirectional also may be implemented and twin shaft four-way synchronously control precisely loads.
The above content is a further detailed description of the present invention in conjunction with specific preferred embodiments, and it cannot be said that Specific implementation of the invention is only limited to these instructions.For those of ordinary skill in the art to which the present invention belongs, exist Under the premise of not departing from present inventive concept, a number of simple deductions or replacements can also be made, all shall be regarded as belonging to of the invention Protection scope.

Claims (8)

1. a kind of Dynamic And Static Loads synchronous servo control system of three axis six-way Hopkinson pressure bars, it is characterised in that: the test System is equipped with centered cubic square chest, planche cross support platform, central supported platform;Centered cubic square chest Z+To opening completely Mouthful, along X+To, X-To, Y+To, Y-To and Z-To respectively at square chest middle position, square aperture, and square aperture size are set It is identical as square pole size;Centered cubic square chest is placed in the upper surface center of central supported platform, and with planche cross branch It supports platform and constitutes precise positioning and centering of the orthogonal coordinate system for three axis six-way Hopkinson lever systems;With centered cubic side Case is symmetrical centre, is symmetrically arranged X in planche cross support platform+To, X-To, Y+To, Y-Hydraulic oil is loaded to confining pressure Cylinder, confining pressure load actuator, confining pressure load frame, electromagnetic pulse excitation cavity, boss, square pole and self-lubricating square pole fix and Support frame;Z is respectively set in the upper and lower of planche cross support platform center+To and Z-Make to confining pressure load hydraulic cylinder, confining pressure load Dynamic device, confining pressure load frame, electromagnetic pulse excitation cavity, boss, square pole and self-lubricating square pole fix and support frame, X+To, X- To, Y+To, Y-To, Z+To and Z-Three axis six-way Hopkinson lever systems are collectively formed to six systems system;
Square pole fixes and supports frame by self-lubricating square pole and fixes, and square pole and centered cubic square chest are realized in square aperture Centering connection;Confining pressure loads hydraulic cylinder and confining pressure load actuator and confining pressure loads frame tandem compound, electromagnetic pulse excitation cavity It is placed in confining pressure load frame, and is placed in the incidence end of square pole, and be bonded freely and closely with the incidence end of square pole, Confining pressure loads frame and boss is connected in series, and boss is placed in square pole incidence end, is 3% to 7% long place of bar apart from end.
2. the Dynamic And Static Loads synchronous servo control system of three axis six-way Hopkinson pressure bar according to claim 1, special Sign is: distance of the boss apart from square pole incidence stress-wave loading end is the 3% to 7% of rectangular pole length.
3. the Dynamic And Static Loads synchronous servo control system of three axis six-way Hopkinson pressure bar according to claim 1, special Sign is: the length of the boss is the 1.5% to 4% of rectangular pole length.
4. the Dynamic And Static Loads synchronous servo control system of three axis six-way Hopkinson pressure bar according to claim 1, special Sign is: the diameter of the boss is 1.5 to 2.5 times of square pole cross section side length.
5. the Dynamic And Static Loads synchronous servo control system of three axis six-way Hopkinson pressure bar according to claim 1, special Sign is: further include square pole centering positioning guide rail, square pole along square pole centering positioning guide rail and centered cubic square chest in Square aperture realizes centering connection.
6. the Dynamic And Static Loads synchronous servo control system of three axis six-way Hopkinson pressure bar according to claim 1, special Sign is: it further include electromagnetic pulse excitation cavity support frame, the electromagnetic pulse excitation cavity support frame is placed in confining pressure load frame, And it is placed in the incidence end of square pole, the electromagnetic pulse excitation cavity support frame supports the electromagnetic pulse excitation cavity.
7. the Dynamic And Static Loads synchronous servo control system of three axis six-way Hopkinson pressure bar according to claim 1, special Sign is: X+To, X-To, Y+To, Y-To be respectively equipped with link supports bar and confining pressure load end-stopping plate and confining pressure load fixing end gear Plate, confining pressure is loaded end-stopping plate with the link supports bar and confining pressure loads fixed end-stopping plate and connect with centered cubic square chest Come.
8. the Dynamic And Static Loads synchronous servo control system of three axis six-way Hopkinson pressure bar according to claim 1, special Sign is: Z+To and ZFrame is vertically fixed and supported to being respectively equipped with, it is described vertically to fix and support frame and centered cubic Square chest connects as Z+To and ZApply to static confining pressure and fixed frame and counter-force support system are provided.
CN201811601104.2A 2018-12-26 2018-12-26 The Dynamic And Static Loads synchronous servo control system of three axis six-way Hopkinson pressure bars Pending CN109406310A (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
CN201811601104.2A CN109406310A (en) 2018-12-26 2018-12-26 The Dynamic And Static Loads synchronous servo control system of three axis six-way Hopkinson pressure bars
PCT/CN2019/115480 WO2020134579A1 (en) 2018-12-26 2019-11-05 Dynamic and static load synchronous servo control system for three-axis six-direction hopkinson pressure bar
US17/359,126 US20210325287A1 (en) 2018-12-26 2021-06-25 Dynamic True Triaxial Electromagnetic Hopkinson Bar System

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201811601104.2A CN109406310A (en) 2018-12-26 2018-12-26 The Dynamic And Static Loads synchronous servo control system of three axis six-way Hopkinson pressure bars

Publications (1)

Publication Number Publication Date
CN109406310A true CN109406310A (en) 2019-03-01

Family

ID=65461367

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201811601104.2A Pending CN109406310A (en) 2018-12-26 2018-12-26 The Dynamic And Static Loads synchronous servo control system of three axis six-way Hopkinson pressure bars

Country Status (2)

Country Link
CN (1) CN109406310A (en)
WO (1) WO2020134579A1 (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110441172A (en) * 2019-08-01 2019-11-12 深圳大学 Osmotic pressure and static pressure couple electromagnetic load three axis SHPB devices and test method
CN110987667A (en) * 2019-12-09 2020-04-10 中南大学 Rock high-temperature shear test device and method suitable for split Hopkinson bar
WO2020134579A1 (en) * 2018-12-26 2020-07-02 深圳大学 Dynamic and static load synchronous servo control system for three-axis six-direction hopkinson pressure bar
WO2021008010A1 (en) * 2019-07-17 2021-01-21 深圳大学 Dynamic and static combined electromagnetic loading hopkinson rock rod wave propagation test device
WO2021012459A1 (en) * 2019-07-19 2021-01-28 深圳大学 Biaxial four-direction dynamic and static combined electromagnetic loading hopkinson plate impact loading device
WO2024040895A1 (en) * 2022-08-25 2024-02-29 东北大学 Bidirectional synchronous loading method for true triaxial tester

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104535419A (en) * 2014-12-25 2015-04-22 西北工业大学 Incident wave equivalent loading method for guaranteeing split dual-axis Hopkinson pressure bar experiment
CN104677760A (en) * 2015-01-30 2015-06-03 西北工业大学 Implementation method for equivalently loading incident wave in double-shaft split Hopkinson pressure bar and pull rod experiments
CN105571961A (en) * 2015-12-18 2016-05-11 西北工业大学 Electromagnetic induction type Hopkinson torsion and pressure bar loading device and experimental method
CN205719826U (en) * 2016-06-13 2016-11-23 中国科学技术大学 A kind of rock Hopkinson impact loading experiment device based on true triaxial static load
CN207051095U (en) * 2017-07-21 2018-02-27 西安力创材料检测技术有限公司 Automatic centering load maintainer under a kind of triaxial stress
CN108344649A (en) * 2018-02-07 2018-07-31 西北工业大学 A kind of dynamic double-shaft two-way tensile loading device and experimental method
CN108548942A (en) * 2018-05-09 2018-09-18 西北工业大学 Hopkinson pressure bar systems and method with true triaxial dynamic load and test function
CN108645562A (en) * 2018-05-09 2018-10-12 西北工业大学 The three axis Hopkinson bar synchronous dynamic caliberating devices and method of three-dimensional impact force snesor

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102135480B (en) * 2010-12-17 2013-06-12 北京理工大学 System and method for performing impact loading on micro test piece and measuring dynamic mechanical property
CN202101910U (en) * 2011-06-10 2012-01-04 中国矿业大学 Triaxial impact dynamic load and dead load combined tester
CN104535409B (en) * 2015-01-08 2017-12-08 中国矿业大学 A kind of multiphase coupled dynamic test system and method for more of true triaxial
KR101727405B1 (en) * 2015-10-28 2017-05-02 전북대학교산학협력단 Modification of Hoek triaxial cell for SHPB tests and its application to dynamic shear strength measurement of brittle materials
CN106198227B (en) * 2016-07-12 2023-01-24 辽宁工程技术大学 Energy storage drop hammer type dynamic and static combined loading test device
CN107014690B (en) * 2017-03-24 2021-05-28 东北大学 Low-frequency disturbance and high-speed impact type high-pressure true triaxial test device and method
CN109406310A (en) * 2018-12-26 2019-03-01 深圳大学 The Dynamic And Static Loads synchronous servo control system of three axis six-way Hopkinson pressure bars

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104535419A (en) * 2014-12-25 2015-04-22 西北工业大学 Incident wave equivalent loading method for guaranteeing split dual-axis Hopkinson pressure bar experiment
CN104677760A (en) * 2015-01-30 2015-06-03 西北工业大学 Implementation method for equivalently loading incident wave in double-shaft split Hopkinson pressure bar and pull rod experiments
CN105571961A (en) * 2015-12-18 2016-05-11 西北工业大学 Electromagnetic induction type Hopkinson torsion and pressure bar loading device and experimental method
CN205719826U (en) * 2016-06-13 2016-11-23 中国科学技术大学 A kind of rock Hopkinson impact loading experiment device based on true triaxial static load
CN207051095U (en) * 2017-07-21 2018-02-27 西安力创材料检测技术有限公司 Automatic centering load maintainer under a kind of triaxial stress
CN108344649A (en) * 2018-02-07 2018-07-31 西北工业大学 A kind of dynamic double-shaft two-way tensile loading device and experimental method
CN108548942A (en) * 2018-05-09 2018-09-18 西北工业大学 Hopkinson pressure bar systems and method with true triaxial dynamic load and test function
CN108645562A (en) * 2018-05-09 2018-10-12 西北工业大学 The three axis Hopkinson bar synchronous dynamic caliberating devices and method of three-dimensional impact force snesor

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
刘占伟等: "基于多级电磁发射的mini-SHPB装置", 《实验力学》 *
郭伟国 等: "用于Hopkinson压杆装置的电磁驱动技术", 《实验力学》 *

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2020134579A1 (en) * 2018-12-26 2020-07-02 深圳大学 Dynamic and static load synchronous servo control system for three-axis six-direction hopkinson pressure bar
WO2021008010A1 (en) * 2019-07-17 2021-01-21 深圳大学 Dynamic and static combined electromagnetic loading hopkinson rock rod wave propagation test device
WO2021012459A1 (en) * 2019-07-19 2021-01-28 深圳大学 Biaxial four-direction dynamic and static combined electromagnetic loading hopkinson plate impact loading device
CN110441172A (en) * 2019-08-01 2019-11-12 深圳大学 Osmotic pressure and static pressure couple electromagnetic load three axis SHPB devices and test method
CN110441172B (en) * 2019-08-01 2023-11-10 深圳大学 Osmotic pressure and static pressure coupling electromagnetic loading triaxial SHPB device and test method
CN110987667A (en) * 2019-12-09 2020-04-10 中南大学 Rock high-temperature shear test device and method suitable for split Hopkinson bar
WO2024040895A1 (en) * 2022-08-25 2024-02-29 东北大学 Bidirectional synchronous loading method for true triaxial tester

Also Published As

Publication number Publication date
WO2020134579A1 (en) 2020-07-02

Similar Documents

Publication Publication Date Title
CN109406310A (en) The Dynamic And Static Loads synchronous servo control system of three axis six-way Hopkinson pressure bars
EP3712589B1 (en) Test apparatus and method for key roof block collapse in bidirectional static-dynamic loading
Severn The development of shaking tables–a historical note
CN103969107B (en) High pressure servo moves true triaxial test machine
EP3182091B1 (en) Electromagnetic multiaxial fatigue testing machine
CN205719826U (en) A kind of rock Hopkinson impact loading experiment device based on true triaxial static load
Li et al. Numerical simulation of the rock SHPB test with a special shape striker based on the discrete element method
CN104034504B (en) Submerged floating tunnel entirety shock response experimental rig
Liao et al. Determination of dynamic compressive and tensile behavior of rocks from numerical tests of split Hopkinson pressure and tension bars
CN109406311A (en) The temperature control system and method for true triaxial coupled static-dynamic loadingi Hopkinson pressure bar
Bi et al. A novel numerical algorithm for simulation of initiation, propagation and coalescence of flaws subject to internal fluid pressure and vertical stress in the framework of general particle dynamics
He et al. Experimental study on strain burst characteristics of sandstone under true triaxial loading and double faces unloading in one direction
CN108709931A (en) The laboratory test system and method for stress wave propagation rule in the jointed rock mass of deep
CN109406312A (en) True triaxial Hopkinson bar solid dynamic damage and ultrasonic wave propagate test method
CN109406313B (en) Dynamic test system for Hopkinson beam bar
Blanco et al. Application of FRC constitutive models to modelling of slabs
Tang et al. Mechanical behavior of 3D crack growth in transparent rock-like material containing preexisting flaws under compression
Elliott et al. Centrifuge modeling of steel catenary risers at touchdown zone part I: Development of novel centrifuge experimental apparatus
CN203881508U (en) Test device for integral impact response of submerged floating tunnel
Wang et al. Dynamic compression mechanical behavior and damage model of singly-jointed samples
Hao et al. Mechanical and propagating behaviors of single-flawed rock samples with hydraulic pressure and uniaxial compression conditions
CN109668753B (en) Large-scale space node and typical structure multipurpose loading host
Nie et al. A review of dynamic multiaxial experimental techniques
Ross et al. Finite element analysis of interlaminar shear stress due to local impact
van Mier Mode II fracture localization in concrete loaded in compression

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: 20190301