CN108181164A - The sample wave velocity measurement device and its test method of a kind of impact test - Google Patents

The sample wave velocity measurement device and its test method of a kind of impact test Download PDF

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Publication number
CN108181164A
CN108181164A CN201810056102.3A CN201810056102A CN108181164A CN 108181164 A CN108181164 A CN 108181164A CN 201810056102 A CN201810056102 A CN 201810056102A CN 108181164 A CN108181164 A CN 108181164A
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velocity measurement
wave velocity
probe
sleeve
measurement device
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CN108181164B (en
Inventor
于洋
丁佳玮
徐倩
晏志禹
刁心宏
耿大新
郭浩森
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East China Jiaotong University
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East China Jiaotong University
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    • 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
    • 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
    • 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
    • G01N2203/06Indicating or recording means; Sensing means
    • G01N2203/0658Indicating or recording means; Sensing means using acoustic or ultrasonic detectors

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  • Physics & Mathematics (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Analytical Chemistry (AREA)
  • Biochemistry (AREA)
  • General Health & Medical Sciences (AREA)
  • General Physics & Mathematics (AREA)
  • Immunology (AREA)
  • Pathology (AREA)
  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)

Abstract

The invention discloses a kind of sample wave velocity measurement devices of split hopkinson press bar impact test, including confining pressure platform, the confining pressure platform is equipped with hydraulic chamber, the inside of hydraulic chamber has the confining pressure position for accommodating and fixing test block, the wave velocity measurement device of a pair of of mirror image setting is additionally provided on confining pressure platform, wave velocity measurement device includes the sleeve, two ultrasonic probes that are hinged on confining pressure platform, and the ultrasonic probe of both sides wave velocity measurement device completes the experiment of sample wave velocity measurement to clipping test block.The invention also provides the test methods using said sample wave velocity measurement device, mainly include the step of confining pressure is with testing.The invention avoids testing to need the inconvenience for loading and unloading test block repeatedly in the process, time and manpower are saved, test accuracy and test efficiency is greatly improved.

Description

The sample wave velocity measurement device and its test method of a kind of impact test
Technical field
The present invention relates to a kind of auxiliary devices for the structure feature and mechanical property for judging test block, refer specifically to a kind of separation The sample wave velocity measurement device and its test method of formula Hopkinson pressure bar impact test.
Background technology
In recent years, as the continuous development of world economy construction, the buried depth of engineering rock mass are also continuously increased, wherein core is prevented Nurse's journey such as North American Air Defense Command's buried depth have reached more than 700m, the deep geologic processing depth of nuke rubbish up to hundreds of meters or even Upper km, mining industry energy extraction engineering as deep as three or four kms more than.
In the work progress of deep underground engineering, rock mass is often subject to the blast disturbance of construction and excavation near working face, And underground engineering during use may also be by the various Impact Loads such as bump, earthquake, gas explosion And generate destruction.Meanwhile deep engineering rock mass is under the environmental condition of high-ground stress, Rock Mass is under high-stress state Ductility is converted into, and leads to be stored in the elastic energy inside rock mass again from ductility to temperature in unloading process is excavated It is discharged under the conditions of disturbance etc., is easy to generate the brittle breaks phenomenons such as rock mass splitting, avalanche, even results in the generation of rock burst, it is right The safety of engineering causes grave danger.In conclusion study of rocks material is by high-ground stress and impact load joint Structure feature under effect has very important engineering significance with mechanical property.
A kind of dynamic mechanical of the split hopkinson press bar as research material under high strain-rate one-dimensional stress state The efficiency test device of performance, is widely used in the field.In testing indoors, split hopkinson press bar simulation is commonly used Impact load increases confining pressure platform thereon, applies confining pressure to test block to simulate high-ground stress effect, and liquidated with supersonic reflectoscope Rock test block after the effect of hitting carries out wave velocity measurement, and then studies under high-ground stress environment work during blasting impact load action The structure feature and mechanical property of Cheng Yanti.
Existing split hopkinson press bar experimental rig is under for high-ground stress environment, Impact Load process Research in terms of the destruction and damage of middle rock mass structure has following apparent shortcoming:(1) it is required for before measuring velocity of wave every time The oil pressure first discharged in confining pressure platform again disassembles test block, and sometimes because research needs that repeat impact can be carried out to same test block And detection, this just needs to load and unload test block repeatedly, above process waste excessive unnecessary time and manpower;(2) iterative cycles High surrouding rock stress adds uninstall process, can lead to the structure feature of rock mass can change, therefore ultrasound examination result and reality Relatively large deviation can be generated, significantly reduces test accuracy.In conclusion existing experimental rig can not complete high-ground stress Structure characteristics of rock mass and effective measure of mechanical property during impact test under environment, it would be highly desirable under the conditions of a kind of novel high confining pressure point The it is proposed of sample wave velocity measurement device from formula Hopkinson pressure bar impact test.
Invention content
The present invention is in order to solve the above-mentioned deficiency of the prior art, it is proposed that a kind of split hopkinson press bar impact test Sample wave velocity measurement device.Ultrasonic velocity is measured to judge the auxiliary device of the structure feature of test block and mechanical property, it is main To be suitable for mechanical property test of the rock under Impact Load, be particularly suitable for multiple shock test under the conditions of high confining pressure The wave velocity measurement of middle sample, belongs to field of civil engineering.
In order to solve the above-mentioned technical problem, the present invention uses following technical scheme:A kind of split hopkinson press bar punching The sample wave velocity measurement device of experiment is hit, including confining pressure platform, the confining pressure platform is equipped with hydraulic chamber, and the inside of the hydraulic chamber has There is the confining pressure position of receiving and fixed test block, the both sides of the confining pressure position further respectively have incident bar and transmission bar, it is characterised in that:Institute The wave velocity measurement device that a pair of of mirror image setting is additionally provided on confining pressure platform is stated, the wave velocity measurement device includes being hinged on confining pressure platform Sleeve, in sleeve and the fixed cylinder of probe that can be slided in sleeve and super in the fixed cylinder of probe Pinger is popped one's head in, and the wave velocity measurement device of ultrasonic receiver probe another side is provided with ultrasonic receiver spy Head, the ultrasonic probe of both sides wave velocity measurement device complete the experiment of sample wave velocity measurement to clipping test block.
Further, the end Angle Position of the sleeve is hingedly mounted on by shaft on the confining pressure platform, and sleeve is around the shaft Ultrasonic receiver probe when rotation is flush to incident bar in sleeve faces test block.
Further, a sliding slot is offered on the barrel of the sleeve, which is blind end, and the probe is solid Determine to set the push button there are one T shapes on the cylinder of cylinder, the push button neck matching of the push button is placed in the sliding slot.
Further, the front end of the fixed cylinder of the probe is equipped with the circle for accommodating mounting ultrasonic receiver probe Cylinder groove, the rear portion of the cylinder grooves are the cylinder hollow space for cabling through the fixed cylinder of probe.
Further, the end of the sleeve is additionally provided with capping.
Two probe tail portions are separately fixed in the groove on two cylinder top by the present invention, and cylinder interior digs out perforation Hole, the coaxial cable stretching for connection probe are connect with ultrasonic detecting equipment.Outside diameter of cylinder is more slightly smaller than sleeve diameter, and cylinder Outer wall is set there are one T shape push buttons.
Sleeve is equipped with one of axial slide, by the position of T shapes push button alignment sliding slot, just can put cylinder into set Cylinder, and cylinder can be made to be moved in sleeve by pushing and pulling push button along sliding slot.The identical sleeve of two designs is by two shafts It is connected to confining pressure platform both sides.It when carrying out impact test, can push push button that will pop one's head in propelling sleeve, and cover capping protection Probe, rotating shaft makes sleeve leave the path where incident bar, test block and transmission bar, so that it is guaranteed that the attachment device will not shadow It rings to experiment and is normally carried out.
When needing to measure velocity of wave after impact, incident bar and transmission bar to the direction far from test block are pulled open, exposed Capping is opened in two end faces of test block, and rotating shaft makes both sides probe face test block end face, then push button is pushed to stretch two probes Go out, in the uniform daubing coupling agent in surface, continue to press on and sticked with test block surface, be allowed to fit closely with probe, you can use Ultrasonic wave detector measures velocity of wave.
Cylinder outer wall and sleeve lining carry out rough surface processing and are surrounded by thin layer leather-like materials, ensure cylinder in sleeve It is interior can slide under the premise of can also keep relative stability, i.e., be not parked in any position in sleeve by can stablize during thrust, no Can arbitrarily slide causes when measuring velocity of wave to be difficult to that probe is made to fit closely test block.
Shaft is processed by special process, ensures that connecting shaft has a certain roughness, shaft after rotational sleeve to designated position Stiction can be relied on to keep stablizing, the weight of sleeve and its internal component can be born.Capping is equipped with sleeve interface Screw thread, capping can be screwed and not fallen out.
Invention additionally discloses the test methods of said sample wave velocity measurement device, include the following steps:
1)Test block is installed according to the code requirement of impact test, adjusts incident bar and transmission bar, increases high surrouding rock stress and carries out Impact test, at this time wave velocity measurement device be suspended on both sides, do not interfere with being normally carried out for impact test;
2)After impact test, when needing to measure velocity of wave, incident bar is pulled open outward with transmission bar;
3)Capping is unscrewed, rotating shaft changes the direction of sleeve, until the ultrasonic receiver probe on both sides and ultrasonic wave transmitting The end face of device probe face test block;
4)Push button is pushed to be slided along sliding slot, cylinder is made to be moved in sleeve, is received in ultrasonic transmitter probe and ultrasonic wave Device probe is uniformly coated with couplant after stretching out, and two probes is finally made to be in close contact with test block both ends end face;
5)It opens supersonic reflectoscope and carries out wave velocity measurement;
6)After the completion of wave velocity measurement, push push button that cylinder and probe is made to be retracted to sleeve bottom, cover capping, and rotating shaft makes Sleeve is hung vertically in confining pressure platform both sides;
7)The position that the incident bar removed and transmission bar are pushed into be bonded with test block again, you can continue cycling through and carry out high confining pressure item Impact test under part.
Compared with prior art, provided by the present invention for split hopkinson press bar impact test under the conditions of high confining pressure Sample wave velocity measurement device, recycle high surrouding rock stress reducing and add what uninstall process had an adverse effect to results precision On the basis of, avoid experiment needs to load and unload the inconvenience of test block repeatedly in the process, saves time and manpower, is greatly improved Test accuracy and test efficiency.
Description of the drawings
Schematic diagram when Fig. 1 is the experiment of the present invention;
Fig. 2 is that the probe of the present invention and cylinder take in sleeve bottom and cover the sectional view of capping;
Fig. 3 is the pre- state diagram tested after the impact test of the present invention;
Fig. 4 is the sectional view of the sleeve of the present invention;
Fig. 5 is that the promotion push button of the present invention makes the state diagram that probe stretching is bonded with test block;
Fig. 6 is the side cutaway view of the cylinder of the present invention.;
Fig. 7 is the front view of the cylinder of the present invention;
Fig. 8 is the vertical view of the cylinder of the present invention;
Fig. 9 is the front view of the sleeve of the present invention;
Figure 10 is the vertical view of the sleeve of the present invention;
Figure 11 is the side cutaway view of the sleeve of the present invention.
Specific embodiment
Invention is described in detail with reference to the accompanying drawings and examples.
As shown in Figure 1, the sample wave velocity measurement device of split hopkinson press bar impact test proposed by the present invention, it Mainly include ultrasonic transmitter probe 1, ultrasonic receiver probe 2, the fixed cylinder 3 of probe, T shapes push button 4, sleeve 5, sliding slot 6th, shaft 7 and capping 8.
As shown in Fig. 6 to 8,3 outer wall of cylinder is equipped with T shapes push button 4, and 3 top of cylinder is equipped with groove 12 to mounting ultrasonic Transmitter probe 1 or ultrasonic receiver probe 2, connecting the coaxial cable of probe can stretch out from hollow space 13, be connected to Supersonic reflectoscope.
As shown in Figs. 9 to 11, sleeve 5 not by sliding slot 6 completely through that is, there are one section of connected blind ends 15 for bottom.
As shown in figure 4, the neck 14 of push button 4 is aligned sliding slot 6, the cylinder 3 for being fixed with probe can be put into sleeve 5 It is interior, and can be slided in it.
As depicted in figs. 1 and 2, when sleeve 5 in confining pressure 16 both sides of platform are hung over vertically, push button 4 can be by bottom linkage section 15 It blocks, inner cylinder 3 and probe are not fallen out.
The operating method of said sample wave velocity measurement device, is as follows:
1. the code requirement according to impact test installs test block, incident bar and transmission bar are adjusted, increases high surrouding rock stress and carries out Impact test(Shown in Fig. 1), at this time wave velocity measurement device be suspended on both sides, do not interfere with being normally carried out for impact test.
2. after impact test, when needing to measure velocity of wave, incident bar is pulled open outward with transmission bar.
3. unscrew the capping 8 in the wave velocity measurement device of 16 both sides of confining pressure platform shown in Fig. 1, Fig. 2.
4. rotating shaft 7 changes the direction of sleeve 5, until the end face of internal two probe faces test block 10, such as Fig. 3 institutes Show.
5. according to Fig. 4, push button 4 is pushed to be slided along sliding slot 6, cylinder 3 is made to be moved in sleeve 5, probe is uniform after stretching out Couplant is coated, probe is finally made to be in close contact with 10 both ends end face of test block(As shown in Figure 5).
6. opening supersonic reflectoscope carries out wave velocity measurement;
7. after the completion of wave velocity measurement, pushing push button 4 that cylinder 3 and probe is made to be retracted to 5 bottom of sleeve, capping 8 is covered, and rotate and turn Axis 7 makes sleeve 5 be hung vertically in 16 both sides of confining pressure platform;
8. the incident bar 9 removed and transmission bar 11 are pushed into the position being bonded with test block 10 again, as shown in Figure 1, you can continue Carry out the impact test under the conditions of high confining pressure.
Above-described embodiment only expresses the several embodiments of the present invention, and description is more specific and detailed, but can not Therefore understands that for the limitation to the scope of the claims of the present invention.It should be pointed out that for those of ordinary skill in the art, Under the premise of not departing from present inventive concept, various modifications and improvements can be made, these belong to protection scope of the present invention. Therefore, patent of the present invention and protection domain should be subject to the appended claims.

Claims (6)

1. a kind of sample wave velocity measurement device of split hopkinson press bar impact test, including confining pressure platform(16), it is described to enclose It presents a theatrical performance as the last item on a programme equipped with hydraulic chamber(17), the hydraulic chamber(17)Inside have and accommodate and fixed test block(10)Confining pressure position, this is enclosed The both sides of pressure position further respectively have incident bar(9)And transmission bar(11), it is characterised in that:The confining pressure platform(16)On be additionally provided with one To the wave velocity measurement device of mirror image setting, the wave velocity measurement device includes being hinged on confining pressure platform(16)On sleeve(5), installation In sleeve and the probe that can be slided in sleeve fixes cylinder(3)With the ultrasonic wave transmitting in the fixed cylinder of probe Device is popped one's head in(1), pop one's head in corresponding to ultrasonic receiver(1)The wave velocity measurement device of another side is provided with ultrasonic receiver probe (2), the ultrasonic probe of both sides wave velocity measurement device is to clipping test block(10)Complete the experiment of sample wave velocity measurement.
2. the sample wave velocity measurement device of split hopkinson press bar impact test as described in claim 1, feature exist In:The sleeve(5)End Angle Position pass through shaft(7)It is hingedly mounted on the confining pressure platform(16)On, sleeve(5)Rotate shaft rotation It is dynamic to be flush to sleeve during incident bar(5)Interior ultrasonic receiver probe faces test block.
3. the sample wave velocity measurement device of split hopkinson press bar impact test as described in claim 1, feature exist In:The sleeve(5)Barrel on offer a sliding slot(6), which is blind end(15), the fixed circle of probe The push button there are one T shapes is set on the cylinder of cylinder(4), the push button(4)Push button neck(14)Matching is placed in the sliding slot.
4. the sample wave velocity measurement device of split hopkinson press bar impact test as described in claim 1, feature exist In:The fixed cylinder of probe(3)Front end be equipped with for accommodate mounting ultrasonic receiver probe cylinder grooves(12), The cylinder grooves(12)Rear portion be the cylinder hollow space for cabling through the fixed cylinder of probe(13).
5. the sample wave velocity measurement device of split hopkinson press bar impact test as described in claim 1, feature exist In:The sleeve(5)End be additionally provided with capping(8).
6. a kind of test method of sample wave velocity measurement device using claim 1 to 5, includes the following steps:
1)Test block is installed according to the code requirement of impact test, adjusts incident bar and transmission bar, increases high surrouding rock stress and carries out Impact test, at this time wave velocity measurement device be suspended on both sides, do not interfere with being normally carried out for impact test;
2)After impact test, when needing to measure velocity of wave, incident bar is pulled open outward with transmission bar;
3)Capping is unscrewed, rotating shaft changes the direction of sleeve, until the ultrasonic receiver probe on both sides and ultrasonic wave transmitting The end face of device probe face test block;
4)Push button is pushed to be slided along sliding slot, cylinder is made to be moved in sleeve, is received in ultrasonic transmitter probe and ultrasonic wave Device probe is uniformly coated with couplant after stretching out, and two probes is finally made to be in close contact with test block both ends end face;
5)It opens supersonic reflectoscope and carries out wave velocity measurement;
6)After the completion of wave velocity measurement, push push button that cylinder and probe is made to be retracted to sleeve bottom, cover capping, and rotating shaft makes Sleeve is hung vertically in confining pressure platform both sides;
7)The position that the incident bar removed and transmission bar are pushed into be bonded with test block again, you can continue cycling through and carry out high confining pressure item Impact test under part.
CN201810056102.3A 2018-01-30 2018-01-30 Sample wave velocity measuring device for impact test and test method thereof Expired - Fee Related CN108181164B (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111751228A (en) * 2020-06-18 2020-10-09 哈尔滨工程大学 Column boundary multi-angle electric spark bubble wall pressure load experimental device
CN114755096A (en) * 2022-05-11 2022-07-15 天津大学 Dynamic punching shear experimental device and experimental method

Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6184554A (en) * 1984-10-02 1986-04-30 Mitsubishi Heavy Ind Ltd Underwater abrasion inspecting device
CN202182874U (en) * 2011-08-22 2012-04-04 南通友联数码技术开发有限公司 Combined scanning frame adopting ultrasound diffraction time difference method
CN203117170U (en) * 2013-02-07 2013-08-07 倪渊 Multi-freedom-degree ultrasonic probe holder
CN203148798U (en) * 2013-04-15 2013-08-21 北京理工大学 Micro dynamic tension/compression test system with preloading function
US20140305217A1 (en) * 2013-04-12 2014-10-16 The Boeing Company Apparatus for Automated Rastering of an End Effector Over an Airfoil-Shaped Body
CN106018563A (en) * 2007-02-21 2016-10-12 洛克希德马丁公司 Articulated robot for laser ultrasonic inspection
CN206146611U (en) * 2016-09-19 2017-05-03 杭州戬威机电科技有限公司 Wind -powered electricity generation blade ultrasonic non -destructive testing device
CN106950113A (en) * 2017-03-29 2017-07-14 中国石油大学(华东) A kind of device and its application for horizontal well explosion fracturing simulated experiment
CN107144635A (en) * 2017-05-05 2017-09-08 宁波城市职业技术学院 A kind of wood materials ultrasonic non-destructive classified detection system and its detection method
CN107167523A (en) * 2017-05-31 2017-09-15 王燕 A kind of crack automatic flaw detection device of bridge concrete guardrail
CN107340229A (en) * 2017-06-22 2017-11-10 中国矿业大学 A kind of experimental provision and method for testing coal and rock dynamics

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6184554A (en) * 1984-10-02 1986-04-30 Mitsubishi Heavy Ind Ltd Underwater abrasion inspecting device
CN106018563A (en) * 2007-02-21 2016-10-12 洛克希德马丁公司 Articulated robot for laser ultrasonic inspection
CN202182874U (en) * 2011-08-22 2012-04-04 南通友联数码技术开发有限公司 Combined scanning frame adopting ultrasound diffraction time difference method
CN203117170U (en) * 2013-02-07 2013-08-07 倪渊 Multi-freedom-degree ultrasonic probe holder
US20140305217A1 (en) * 2013-04-12 2014-10-16 The Boeing Company Apparatus for Automated Rastering of an End Effector Over an Airfoil-Shaped Body
CN203148798U (en) * 2013-04-15 2013-08-21 北京理工大学 Micro dynamic tension/compression test system with preloading function
CN206146611U (en) * 2016-09-19 2017-05-03 杭州戬威机电科技有限公司 Wind -powered electricity generation blade ultrasonic non -destructive testing device
CN106950113A (en) * 2017-03-29 2017-07-14 中国石油大学(华东) A kind of device and its application for horizontal well explosion fracturing simulated experiment
CN107144635A (en) * 2017-05-05 2017-09-08 宁波城市职业技术学院 A kind of wood materials ultrasonic non-destructive classified detection system and its detection method
CN107167523A (en) * 2017-05-31 2017-09-15 王燕 A kind of crack automatic flaw detection device of bridge concrete guardrail
CN107340229A (en) * 2017-06-22 2017-11-10 中国矿业大学 A kind of experimental provision and method for testing coal and rock dynamics

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
DONGXILV: "Influences of high-frequency vibration on tool wear in rotary ultrasonic machining of glass BK7", 《INT J ADV MANUF TECHNOL》 *
刘永胜 等: "化学腐蚀作用下岩石的动态性能及本构模型研究", 《长江科学院院报》 *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111751228A (en) * 2020-06-18 2020-10-09 哈尔滨工程大学 Column boundary multi-angle electric spark bubble wall pressure load experimental device
CN114755096A (en) * 2022-05-11 2022-07-15 天津大学 Dynamic punching shear experimental device and experimental method

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