CN201413273Y - Rock deformation and cracking three-dimensional dynamic testing device based on optical fiber strain sensing - Google Patents
Rock deformation and cracking three-dimensional dynamic testing device based on optical fiber strain sensing Download PDFInfo
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- CN201413273Y CN201413273Y CN2009200204855U CN200920020485U CN201413273Y CN 201413273 Y CN201413273 Y CN 201413273Y CN 2009200204855 U CN2009200204855 U CN 2009200204855U CN 200920020485 U CN200920020485 U CN 200920020485U CN 201413273 Y CN201413273 Y CN 201413273Y
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Abstract
The utility model relates to a rock deformation and cracking three-dimensional dynamic testing device based on optical fiber strain sensing, which comprises a test piece, wherein a plurality of optical fiber sensors for strain testing are laid and encapsulated on the test piece, the optical fiber sensors are connected with a signal demodulation and processing device through connecting optical fibers, and data signals after demodulation can construct the three-dimensional testing data of the test piece and can form a three-dimensional dynamic strain field of the test piece after interpolation.Rock dynamic strain can be further detected inside rocks under the pressure of a triaxial press, through the effective laying arrangement of the optical fiber sensors on the outside surface inside a true rock test piece and on the premises without influence on rock structures and stress, the dynamic cracking process of the rocks can be truly tested, the initial and expanded spatial positions of inside cracks of the test piece can be obtained, the generation and expansion of microcracks inside fragile materials can be simultaneously and continuously monitored in real time under the action of loads, and the rock deformation and cracking three-dimensional dynamic testing device can be applied to studying a cracking destabilization mechanism of materials including rocks, concrete and the like.
Description
Technical field
The utility model relates to a kind of rock deforming and cracking dynamic checkout unit, especially a kind of rock deforming and cracking three-dimensional dynamic testing device based on fiber strain sensing.
Background technology
The distortion fracture of rock is the important mechanical characteristic of rock, rock is the anisotropic medium that contains initial imperfections such as hole, crack and microstructure face, under external load function, rock initial imperfection closure, microcrack initiation expansion connect the deformation behaviour that has determined rock, in research rock engineering mechanics problem, except that the stressed two dimensional model that can be reduced to plane problem or axisymmetric problem of minority distortion is handled, because heteropical existence in rock and the rock mass easily produces asymmetric destruction.When it come to arrive the destruction of asymmetry, nearly all two dimension is destroyed problem and has all been become three-dimensional destruction problem.
The rock burst destabilization problems is the focus and the difficult point of domestic and international rock mechanics worker's research always.Because the generation (as rock burst, rock side slope unstability etc.) of many rock mass engineering project disasters is all relevant with rock burst unstability process, thereby how to take effective research means and research method, systematically study the evolutionary process of its underbead crack in the rock burst unstability process, reflect that intuitively the rock sample underbead crack is initial, the locus of expansion, significant to understanding rock burst unstability mechanism.How carrying out rock compressive stress and the shear stress rock under acting on simultaneously presses when cutting the composite rupture problem, current, adopt the analysis of mathematics theory of mechanics morely, method for numerical simulation, the method of some test is also mostly to be material analog materials, these methods are similar to and simplify, to obtaining the deformation fracture process of true rock, the defective evolution rule of rock etc. is difficult to be effective, and traditional experiment is adopted foil gauge to paste on the true rock sample to test, and foil gauge can only stick on the rock surface, if going deep into rock interior is difficult to measure, simultaneously foil gauge lays effect on rock, anti-interference effect is all than fiber strain sensing difference, fiber strain sensing, mainly refer to fiber-optic grating sensor and long-period grating sensor among the design, document (underground space and engineering journal, Dec the 3rd in 2007, volume the 6th was interim) utilize Fibre Optical Sensor to carry out the rock sample surface strain measurement of analog material, but what they adopted is that bare optical fibers and bare optical gratings is imbedded in the areal model of similar materials, also has in some data fiber-optic grating sensor is imbedded in the mixed earth test specimen of reinforcing bar, folk prescription is tested to strain in the surface that perhaps sticks on the difformity rock sample.Because rock sample is bigger with true rock experiment test difference, they can only obtain the approximate data of rock, and the dynamic process if the three-dimensional that will obtain rock is broken obtains the true experimental data of rock under triaxial pressure, construct the rupture process image of rock visual in imagely, then can't finish.
Summary of the invention
The purpose of this utility model is for overcoming above-mentioned the deficiencies in the prior art, a kind of operation simple in structure, easy to use, easy being provided, can obtaining the three-dimensional truly rock deforming and cracking three-dimensional dynamic testing device based on fiber strain sensing of experimental data of rock.
For achieving the above object, the utility model adopts following technical proposals:
A kind of rock deforming and cracking three-dimensional dynamic testing device based on fiber strain sensing, the test specimen that comprises the different shape after on-the-spot true rock is through processing, test specimen is provided with some Fibre Optical Sensors, can form the sensor neural network of rock sample, Fibre Optical Sensor is connected with light signal demodulation process device by connecting optical fiber, data-signal after the demodulation can make up the three dimensional strain test data of rock deformation, forms the three-dimensional dynamic testing strain field of test specimen after interpolation.
Described Fibre Optical Sensor is fiber-optic grating sensor or long-period gratings.
Described signal processing device is changed to fiber Bragg grating (FBG) demodulator device or spectroanalysis instrument.
Described test specimen is a cylindrical shape, be respectively equipped with some micropores on its lateral surface and the end face, also be provided with some rectangular micro-grooves on the cylinder inner wall of test specimen, lateral surface and the end face, fiber-optic grating sensor is laid in respectively in micropore and the rectangular micro-groove, and is evenly arranged on the cylinder inner surface of test specimen; The fiber-optic grating sensor that is arranged on test specimen lateral surface and the end face passes through high strength glue sealing and fixing, guarantee effective coupling on fiber-optic grating sensor and rock sample surface, fiber-optic grating sensor is connected with the light switch by optical fiber, and the light switch is connected with optical fiber demodulation instrument.Fiber-optic grating sensor in the micropore is mainly used to the strain variation of testing inner level (X and Y direction) direction; Optical fiber in the rectangular micro-groove of test specimen inside surface and outside surface passes the grating sensor and is mainly used to vertically (Z direction) direction strain variation of test, and rectangular micro-groove inner fiber grating sensor is mainly used to test X and the strain of Y horizontal direction on the end face.
Described test specimen is a cylindrical shape or square, be equipped with some micropores on the lateral surface of cylindrical shape test specimen and square test specimen and the end face, on the inwall of cylindrical shape test specimen, lateral surface and the end face and the outside surface of square test specimen be provided with some rectangular micro-grooves, long-period gratings be laid on the cylinder inner surface and the micropore and rectangular micro-groove of inwall, lateral surface and the end face of cylinder in, one end of long-period gratings is a wideband light source, and another termination spectroanalysis instrument is used to analyze the transmission spectrum of long-period gratings.
Fiber Bragg grating (FBG) demodulator device in the utility model, light switch and spectroanalysis instrument are existing equipment, do not repeat them here.
The utility model utilizes fiber-optic grating sensor small, the footpath is thin, light weight, flexible, advantage such as anti-interference, under the pressure of triaxial pressure machine, effectively arrange by the sensor on true rock sample, can deeply obtain rock interior not influencing under rock texture and the stressed prerequisite, form the inside sensing nerve of rock, survey, but the authentic testing lithosome is the three dimensional strain under the effect of space stress externally, monitoring dynamic strain and rupture process, the underbead crack that obtains test specimen is initial, the locus of expansion, simultaneously can be continuous, the generation of hard brittle material internal tiny crack and expansion under the monitors load effect in real time, can form really is the three-dimensional dynamic testing data image of rock burst, can compare by the finite element analysis rock failure process, this is the characteristics that other any test methods do not have, and can be widely used in studying rock, the unstability Mechanism Study of breaking of materials such as concrete.
Description of drawings
Fig. 1 is the utility model embodiment 1 structural representation;
Fig. 2 is the utility model embodiment 2 structural representations;
Fig. 3 is three force analysis synoptic diagram of test specimen different azimuth;
Fig. 4 is that the test specimen folk prescription is to Z axial compression-loaded and unloading curve figure;
Fig. 5 a-Fig. 5 d after laying sensing on the test specimen surface, simulates the strain testing process of true rock
1. test specimens wherein, 2. fiber-optic grating sensor, 3. optical fiber, 4. smooth switch, 5. optical fiber demodulation instrument, 6. long-period gratings, 7. spectroanalysis instrument, 8. micropore, 9. rectangular micro-groove.
Embodiment
Below in conjunction with drawings and Examples the utility model is further specified.
Embodiment 1: among Fig. 1, test specimen 1 is a cylindrical shape, be respectively equipped with some micropores 8 on its lateral surface and the end face, also be provided with some rectangular micro-grooves 9 on the cylinder inner wall of test specimen 1, lateral surface and the end face, fiber-optic grating sensor 2 is laid in respectively in micropore 8 and the rectangular micro-groove 9, and is evenly arranged on the cylinder inner surface of test specimen 1; The fiber-optic grating sensor 2 that is arranged on test specimen 1 lateral surface and the end face passes through high strength glue sealing and fixing, guarantee effective coupling on fiber-optic grating sensor 2 and rock sample 1 surface, fiber-optic grating sensor 2 is connected with light switch 4 by optical fiber 3, and light switch 4 is connected with optical fiber demodulation instrument 5.Optical fiber grating sensing 2 devices in the micropore 8 are mainly used to the strain variation of testing inner level (being X and Y direction) direction; Fiber-optic grating sensor 2 in the rectangular micro-groove 9 of test specimen 1 inside surface and outside surface is mainly used to vertically (Z direction) direction strain variation of test, and rectangular micro-groove 9 inner fiber grating sensors 2 are mainly used to test X and the strain of Y horizontal direction on the end face.
Embodiment 2: as shown in Figure 2, test specimen 1 is a cylindrical shape, be equipped with some micropores 8 on the lateral surface of test specimen 1 and the end face, the inwall of test specimen 1, lateral surface and end face are provided with some rectangular micro-grooves 9, long-period gratings 6 be laid on the cylinder inner surface and the micropore 8 and rectangular micro-groove 9 of inwall, lateral surface and the end face of cylinder in, one end of long-period gratings 6 is wideband light sources, and another termination spectroanalysis instrument 7 is used to analyze the transmission spectrum of long-period gratings.Long-period gratings 6 devices in the micropore 8 are mainly used to the strain variation of testing inner level (being X and Y direction) direction; Long-period gratings 6 in the rectangular micro-groove 9 of test specimen 1 inside surface and outside surface is mainly used to vertically (Z direction) direction strain variation of test, and rectangular micro-groove 9 interior long-period gratings 6 are mainly used to test X and the strain of Y horizontal direction on the end face.
Embodiment 3: test specimen 1 is square, the outside of test specimen 1 is provided with some micropores 8 and some rectangular micro-grooves 9, long-period gratings 6 is laid in micropore 8 and the rectangular micro-groove 9, and an end of long-period gratings 6 is wideband light sources, and another termination spectroanalysis instrument 7 is used to analyze the transmission spectrum of long-period gratings.
Fig. 3 in the utility model represents that test specimen is subjected to triaxial pressure machine applied pressure direction, and test specimen is placed on the pressure storehouse of sealing, test specimen upper and lower end face pressurized σ
z, test specimen inside is full of hydraulic oil sealing back test specimen inside is caused outside pressure σ
Rl, after the test specimen outside surface is subjected to the external high pressure oil seal, produce inside pressure σ
Ro
Fig. 4 lays fiber-optic grating sensor in the micro-groove in a rock sample appearance side rectangular, pressurization behind the pressure of the upper and lower end face that is subjected to and uninstall process, transverse axis is the process that loads, and the longitudinal axis is the wavelength variations (corresponding is the variation of pressure) of fiber-optic grating sensor.
Experiment test and three-dimensional data building process (shown in Fig. 5 a-Fig. 5 d):
1. the rock of getting from the scene cuts each shapes such as being polished into cylindrical shape or cube, and carves long stripe shape groove be used for laying Fibre Optical Sensor on inner, surface, carries out laser drill and is used for rock interior and lays Fibre Optical Sensor;
2. the optical fiber that connects grating is protected, put sleeve pipe.Put on the skin with reagent such as alcohol, acetone and to wash the place of laying sensor, lay the bare fibre sensor, lay fixingly with high strength rock glue, also pour into high strength glue in the hole.
Optical fiber and wire jumper and joint welding is good 3., and be connected on the computer and observe, see whether Fibre Optical Sensor survives intact.
4. in the experimentation, need record rock sample temperature data on every side, observe the influence of temperature its fibre optic strain sensor.
5. to test gained data, according to space structure, carry out the influence factor compensation of data, data point after the compensation, on the test data space of lithosome, be in a discrete distribution, the strain data value changed into value on the graphical rule, with the test data of every test point as a dot image, differently strained value, color of image is different, like this, can see the three-dimensional test dot image on the three dimensions that the test data of lithosome constitutes, if test point is very intensive, each data point image all fuses, and just forms the three dimensional strain image of lithosome test, and in the reality, test point seldom just can take the way of data interpolating to come the design of graphics picture.
6. can see intuitively, visually from the test pattern that makes up that the rock three dimensional strain changes, if the somewhere begins to break, then the strain pattern color at this some place can highlight, and this method can be to the test of different true rock samples, than the more approaching reality of finite element numerical simulation.
Claims (5)
1. the rock deforming and cracking three-dimensional dynamic testing device based on fiber strain sensing comprises test specimen, it is characterized in that: lay on the test specimen and be packaged with some Fibre Optical Sensors, Fibre Optical Sensor is connected with signal demodulation process device by connecting optical fiber.
2. the rock deforming and cracking three-dimensional dynamic testing device based on fiber strain sensing according to claim 1 is characterized in that: described Fibre Optical Sensor is fiber-optic grating sensor or long-period gratings.
3. the rock deforming and cracking three-dimensional dynamic testing device based on fiber strain sensing according to claim 1, it is characterized in that: described signal processing device is changed to fiber Bragg grating (FBG) demodulator device or spectroanalysis instrument.
4. the rock deforming and cracking three-dimensional dynamic testing device based on fiber strain sensing according to claim 1, it is characterized in that: described test specimen is a cylindrical shape, be respectively equipped with some micropores on its lateral surface and the end face, also be provided with some rectangular micro-grooves on the cylinder inner wall of test specimen, lateral surface and the end face, fiber-optic grating sensor is laid in respectively in micropore and the rectangular micro-groove, and is evenly arranged on the cylinder inner surface of test specimen; The fiber-optic grating sensor that is arranged on test specimen side and the end face passes through high strength glue sealing and fixing, and fiber-optic grating sensor is connected with the light switch by optical fiber, and the light switch is connected with optical fiber demodulation instrument.
5. the rock deforming and cracking three-dimensional dynamic testing device based on fiber strain sensing according to claim 1, it is characterized in that: described test specimen is a cylindrical shape or square, be equipped with some micropores on the side of cylindrical shape test specimen and square test specimen and the end face, the inwall of cylindrical shape test specimen, on lateral surface and the end face and the outside surface of square test specimen be provided with some rectangular micro-grooves, long-period gratings is laid on the cylinder inner surface and the inwall of cylinder, in micropore on lateral surface and the end face and the rectangular micro-groove, one end of the long-period gratings that is connected with test specimen is a wideband light source, another termination spectroanalysis instrument of long-period gratings.
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| Application Number | Priority Date | Filing Date | Title |
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| CN2009200204855U CN201413273Y (en) | 2009-04-10 | 2009-04-10 | Rock deformation and cracking three-dimensional dynamic testing device based on optical fiber strain sensing |
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| CN2009200204855U CN201413273Y (en) | 2009-04-10 | 2009-04-10 | Rock deformation and cracking three-dimensional dynamic testing device based on optical fiber strain sensing |
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| CN201413273Y true CN201413273Y (en) | 2010-02-24 |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102879274A (en) * | 2012-10-11 | 2013-01-16 | 中山大学 | Optical fiber sensing real-time measurement system for high-confining-pressure tri-axial test |
| CN106197486A (en) * | 2016-07-21 | 2016-12-07 | 大连海事大学 | A kind of construction method of miter gate's optical fiber crack sensor |
| CN107860497A (en) * | 2017-11-23 | 2018-03-30 | 武汉科技大学 | Optical fibre grating three-dimensional power feels probe and manufacture method |
| CN108519072A (en) * | 2018-05-11 | 2018-09-11 | 中国科学院武汉岩土力学研究所 | Rock deformation measuring device and rock measuring apparatus |
| CN111366461A (en) * | 2020-04-13 | 2020-07-03 | 鲁东大学 | Method for testing tensile strength of rock |
| CN112084584A (en) * | 2020-07-30 | 2020-12-15 | 航天东方红卫星有限公司 | Manufacturing method of star sensor support capable of monitoring deformation and deformation measuring method |
| CN112881174A (en) * | 2021-01-21 | 2021-06-01 | 山东大学 | Rock double-torsion test piece crack subcritical propagation fracture energy simulation method |
| CN113866025A (en) * | 2021-09-27 | 2021-12-31 | 辽宁工程技术大学 | Method for testing dynamic strain in original rock |
-
2009
- 2009-04-10 CN CN2009200204855U patent/CN201413273Y/en not_active Expired - Lifetime
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102879274A (en) * | 2012-10-11 | 2013-01-16 | 中山大学 | Optical fiber sensing real-time measurement system for high-confining-pressure tri-axial test |
| CN106197486B (en) * | 2016-07-21 | 2018-08-31 | 大连海事大学 | A kind of construction method of miter gate's optical fiber crack sensor |
| CN106197486A (en) * | 2016-07-21 | 2016-12-07 | 大连海事大学 | A kind of construction method of miter gate's optical fiber crack sensor |
| CN107860497B (en) * | 2017-11-23 | 2020-04-03 | 武汉科技大学 | Optical fiber grating three-dimensional force sense probe and manufacturing method thereof |
| CN107860497A (en) * | 2017-11-23 | 2018-03-30 | 武汉科技大学 | Optical fibre grating three-dimensional power feels probe and manufacture method |
| CN108519072A (en) * | 2018-05-11 | 2018-09-11 | 中国科学院武汉岩土力学研究所 | Rock deformation measuring device and rock measuring apparatus |
| CN108519072B (en) * | 2018-05-11 | 2019-10-18 | 中国科学院武汉岩土力学研究所 | Rock deformation measuring device and rock measuring device |
| CN111366461A (en) * | 2020-04-13 | 2020-07-03 | 鲁东大学 | Method for testing tensile strength of rock |
| CN112084584A (en) * | 2020-07-30 | 2020-12-15 | 航天东方红卫星有限公司 | Manufacturing method of star sensor support capable of monitoring deformation and deformation measuring method |
| CN112084584B (en) * | 2020-07-30 | 2024-03-15 | 航天东方红卫星有限公司 | Manufacturing method of star sensor bracket capable of monitoring deformation |
| CN112881174A (en) * | 2021-01-21 | 2021-06-01 | 山东大学 | Rock double-torsion test piece crack subcritical propagation fracture energy simulation method |
| CN113866025A (en) * | 2021-09-27 | 2021-12-31 | 辽宁工程技术大学 | Method for testing dynamic strain in original rock |
| CN113866025B (en) * | 2021-09-27 | 2024-02-23 | 辽宁工程技术大学 | Method for testing dynamic strain in original rock |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
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Granted publication date: 20100224 Effective date of abandoning: 20090410 |