CN108760109A - The soil pressure measuring device and method of changeable fluid based on bragg grating - Google Patents
The soil pressure measuring device and method of changeable fluid based on bragg grating Download PDFInfo
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- CN108760109A CN108760109A CN201810240527.XA CN201810240527A CN108760109A CN 108760109 A CN108760109 A CN 108760109A CN 201810240527 A CN201810240527 A CN 201810240527A CN 108760109 A CN108760109 A CN 108760109A
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- 239000002689 soil Substances 0.000 title claims abstract description 34
- 238000000034 method Methods 0.000 title claims abstract description 25
- 239000012530 fluid Substances 0.000 title claims abstract description 14
- 239000013307 optical fiber Substances 0.000 claims abstract description 70
- 230000005540 biological transmission Effects 0.000 claims abstract description 17
- 238000005259 measurement Methods 0.000 claims abstract description 17
- 238000012545 processing Methods 0.000 claims abstract description 17
- 239000000463 material Substances 0.000 claims abstract description 13
- 238000012360 testing method Methods 0.000 claims abstract description 12
- 238000009530 blood pressure measurement Methods 0.000 claims abstract description 9
- 230000003287 optical effect Effects 0.000 claims description 10
- 239000002184 metal Substances 0.000 claims description 6
- 229910052751 metal Inorganic materials 0.000 claims description 6
- 230000035945 sensitivity Effects 0.000 claims description 5
- 239000000835 fiber Substances 0.000 claims description 4
- 238000012544 monitoring process Methods 0.000 claims description 3
- 238000004458 analytical method Methods 0.000 claims description 2
- 238000009434 installation Methods 0.000 abstract 1
- 238000005452 bending Methods 0.000 description 3
- 238000006073 displacement reaction Methods 0.000 description 3
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 2
- 229910052802 copper Inorganic materials 0.000 description 2
- 239000010949 copper Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 239000004593 Epoxy Substances 0.000 description 1
- 241000145637 Lepturus Species 0.000 description 1
- 240000002853 Nelumbo nucifera Species 0.000 description 1
- 235000006508 Nelumbo nucifera Nutrition 0.000 description 1
- 235000006510 Nelumbo pentapetala Nutrition 0.000 description 1
- 241001494479 Pecora Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
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- 238000006243 chemical reaction Methods 0.000 description 1
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- 238000005260 corrosion Methods 0.000 description 1
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- 238000005516 engineering process Methods 0.000 description 1
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- 238000000691 measurement method Methods 0.000 description 1
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- 230000002277 temperature effect Effects 0.000 description 1
- 238000010998 test method Methods 0.000 description 1
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01L—MEASURING FORCE, STRESS, TORQUE, WORK, MECHANICAL POWER, MECHANICAL EFFICIENCY, OR FLUID PRESSURE
- G01L1/00—Measuring force or stress, in general
- G01L1/24—Measuring force or stress, in general by measuring variations of optical properties of material when it is stressed, e.g. by photoelastic stress analysis using infrared, visible light, ultraviolet
- G01L1/242—Measuring force or stress, in general by measuring variations of optical properties of material when it is stressed, e.g. by photoelastic stress analysis using infrared, visible light, ultraviolet the material being an optical fibre
- G01L1/246—Measuring force or stress, in general by measuring variations of optical properties of material when it is stressed, e.g. by photoelastic stress analysis using infrared, visible light, ultraviolet the material being an optical fibre using integrated gratings, e.g. Bragg gratings
Abstract
The invention belongs to inside soil body pressure measurement method fields, and disclose the soil pressure measurement method of the changeable fluid based on bragg grating, include the following steps：(1) according to the size of measurand and measurement request, the material and size of cantilever beam and film are selected；(2) on a cantilever beam by Bragg optical-fiber grating sensor installation, and the two is made to combine closely, the free end of cantilever beam is linked together by rigid transmission rod with film again, Bragg optical-fiber grating sensor is connected with fiber-optic signal analyzing processing equipment by optical fiber；(3) fixing end of cantilever beam is fixed on sensor cavity, and entire soil pressure sensor is placed in measurand；(4) strain value of test constantly Bragg optical-fiber grating sensor calculates the local pressure of measurand.The present invention can solve the problems, such as the accurate measurement of inside soil body difference range soil pressure, meet the measurement demand of large span range, sensor accuracy class is high, safe.
Description
Technical field
The invention belongs to inside soil body pressure measurement method fields, more particularly, to based on bragg grating
The soil pressure measuring device and method of changeable fluid.
Background technology
Existing soil body surface local pressure, which measures, uses electromagnetism displacement meter, can measure measurand two surfaces up and down
Between displacement, but be difficult high-precision both sides measurand among part strain and deformation.However, the thin tail sheep meeting of part
The mechanical property for influencing measurand calculates, and causes to face as the mechanical characteristic of the local small strain of the soil body is related to excavation of foundation pit
The deformation of nearly building calculates, while can also influence settlement calculation caused by tunnel excavation.
Invention content
For the disadvantages described above or Improvement requirement of the prior art, the present invention provides variable based on bragg grating
The soil pressure measuring device and method of range can accurately measure the mechanical characteristic in the case of soil small strain, be set for engineering
Meter and deformation, which calculate, provides important parameter.
To achieve the above object, it is proposed, according to the invention, provide a kind of changeable fluid soil pressure force measuring device, feature exists
In, including at cantilever beam, Bragg optical-fiber grating sensor, rigid transmission rod, film, sensor cavity and fiber-optic signal analysis
Manage equipment, wherein
The Bragg optical-fiber grating sensor is mounted at the central axes of cantilever beam surface along its length, and the two
It combines closely；
The rigidity transmission rod links together the free end of cantilever beam with film；
The open at one end of the sensor cavity, the film are covered in the open end of the sensor cavity；
The fixing end of the cantilever beam is fixed on the inner wall of sensor cavity；
The fiber-optic signal analyzing processing equipment is connect by optical fiber with the Bragg optical-fiber grating sensor, for
Obtain the strain of Bragg optical-fiber grating sensor.
Preferably, the fiber-optic signal analyzing processing equipment include wideband light source, light source coupler, optical signal analyzer and
Signal acquisition process device, the wideband light source are sequentially connected the light source coupler, optical signal analyzer and signal acquisition process
Device, the light source coupler are also connected with the optical fiber.
Other side according to the invention additionally provides the soil pressure of the changeable fluid based on bragg grating
Measurement method, which is characterized in that include the following steps：
(1) according to the size of measurand and measurement request, the material and size of cantilever beam and film are selected, wherein institute
It states cantilever beam to be made of the elastic sheet metal of cuboid or rectangular patch, film is made of the elastic sheet metal of disc-shaped；
(2) Bragg optical-fiber grating sensor is mounted at the central axes of cantilever beam surface along its length, and makes two
Person combines closely, then the free end of cantilever beam is linked together with film by a rigid transmission rod, and film is covered in
One end of the sensor cavity opening, then Bragg optical-fiber grating sensor, cantilever beam, rigid transmission rod and the common structure of film
At union body, then Bragg optical-fiber grating sensor is connected with fiber-optic signal analyzing processing equipment by optical fiber；
(3) fixing end of the cantilever beam of union body is fixed on by fixed component on sensor cavity, then union body with
Sensor cavity collectively forms soil pressure sensor, and entire soil pressure sensor is placed in measurand, Prague is write down
Fiber-optic grating sensor strains initial value；
(4) it by the strain value of fiber-optic signal analyzing processing equipment test constantly Bragg optical-fiber grating sensor, calculates
The local pressure of measurand：
Wherein, εBFor the difference of the strain value and strain initial value of Bragg optical-fiber grating sensor, E and EcIt is respectively described
The elasticity modulus of film and cantilever beam, x are the Bragg optical-fiber grating sensor on a cantilever beam at a distance from fixing end, L
For the length of the cantilever beam, tcFor the thickness of the cantilever beam, IcFor the moment of inertia of the cantilever beam, μ is the pool of the film
Loose ratio, R are the diameter of the film, and t is film thickness.
Preferably, the Bragg optical-fiber grating sensor is mounted at fixing end, that is, x=0 of the cantilever beam, to
Union body is set to form local pressure test component, local pressure test component calculates the monitoring position of measurand according to the following formula
Local pressure,
Preferably, the material parameter and structure size of adjusting cantilever beam and film, setting measurement range and spirit can be passed through
Sensitivity.
Preferably, the fiber-optic signal analyzing processing equipment include wideband light source, light source coupler, optical signal analyzer and
Signal acquisition process device, the wideband light source are sequentially connected the light source coupler, optical signal analyzer and signal acquisition process
Device, the light source coupler are also connected with the optical fiber.
In general, through the invention it is contemplated above technical scheme is compared with the prior art, can obtain down and show
Beneficial effect：
1) the wide range accurate measurement that can solve the problems, such as inside soil body soil pressure meets the measurement need of inside soil body pressure
It asks.
2) present invention obtains the computational methods that fiber grating measures soil pressure, control can be reached by adjustment parameter
The measurement range of FBG-LDT and sensitivity.
3) sensor accuracy class is high, safe, simple in structure.
4) there is electromagnetism interference and corrosion-resistant, and there is no problems short-circuit in water.
Description of the drawings
Fig. 1 is the distorted pattern of the local pressure measurement method based on Bragg optical-fiber grating sensor of the present invention；
Fig. 2 a and Fig. 2 b are the structure of the local pressure measurement method based on Bragg optical-fiber grating sensor of the present invention
Schematic diagram；
Wherein：1- wideband light sources, 2- laser, 3- light source couplers, 4- optical signal analyzers, 5- signal acquisition process devices,
6- optical fiber, 7- rigidity transmission rod, 8- films, 9- cantilever beams, 10- Bragg optical-fiber grating sensors, 11- fixed components, 12- are passed
Sensor cavity.
Specific implementation mode
In order to make the purpose , technical scheme and advantage of the present invention be clearer, with reference to the accompanying drawings and embodiments, right
The present invention is further elaborated.It should be appreciated that the specific embodiments described herein are merely illustrative of the present invention, and
It is not used in the restriction present invention.As long as in addition, technical characteristic involved in the various embodiments of the present invention described below
It does not constitute a conflict with each other and can be combined with each other.
Referring to Fig.1, a kind of changeable fluid soil pressure force measuring device, including cantilever beam 9, Bragg optical-fiber grating sensor
10, rigid transmission rod 7, film 8, sensor cavity and fiber-optic signal analyzing processing equipment, wherein
The Bragg optical-fiber grating sensor 10 is mounted at the central axes of 9 surface of cantilever beam along its length, and
The two is combined closely；
The rigidity transmission rod 7 links together the free end of cantilever beam 9 and film 8；
The open at one end of the sensor cavity, the film 8 are covered in the open end of the sensor cavity；
The fixing end of the cantilever beam 9 is fixed on the inner wall of sensor cavity；
The fiber-optic signal analyzing processing equipment is connect by optical fiber 6 with the Bragg optical-fiber grating sensor 10, with
Strain for obtaining Bragg optical-fiber grating sensor 10.
The present invention is to utilize Bragg optical-fiber grating sensor 10, and Bragg optical-fiber grating sensor 10 is installed on cantilever
The surface of beam 9 is connected with film 8 by rigid transmission rod 7, is fixed on the surface of measurand, when measurand is by outer lotus
When load, deformation can cause the deformation of film 8, the axial deformation δ at 8 center of filmdiaConsist of two parts：Local well-distributed pressure p
Act on film 8；Since the concentrated force Δ p that cantilever beam 9 deforms and generates acts on 8 center of film：
Wherein, D=Et3/12(1-μ2), p is the pressure for acting on 8 surface of film, and E and μ are the springform of film 8 respectively
Amount and Poisson's ratio, t and R are the thickness and radius of film 8 respectively, and Δ p is due to the constant anti-work that cantilever beam 9 deforms and generates
Firmly, it is set as unknown.Due to the presence of rigid transmission rod 7 so that it is maximum to be equal to cantilever beam 9 for axial displacement at 8 center of film
Amount of deflection Δ dmax。
Further, the reaction force acts of above-mentioned Δ p are in the cantilever beam 9 equipped with Bragg optical-fiber grating sensor 10
Free end, the bending strain on cantilever beam 9 are：
Wherein, x is that Bragg optical-fiber grating sensor 10 (is with 9 fixing end of cantilever beam in the position that local x coordinate is fastened
Coordinate axis origin), M (x) is the moment at x on cantilever beam 9, and L is the length of cantilever beam 9, EcFor the springform of cantilever beam 9
Amount, IcFor the cross sectional moment of inertia (b of cantilever beam 9cFor cross-sectional width, tcFor section thickness).
According to Euler's beam theory (Euler-Bernoulli), maximum amount of deflection Δ that cantilever beam 9 is generated by concentrated force Δ p
dmaxFor：
Formula (4), which is substituted into formula (3), to be obtained：
According to 8 central axial deformation δ of filmdiaEqual to 9 maximum amount of deflection Δ d of cantilever beammax, can acquire concentrated force Δ p is：
Composite type (4), formula (5) and formula (6), can the strain that is measured by Bragg optical-fiber grating sensor 10 and table to be measured
The relationship of surface pressure is as follows：
Wherein, bending strain can pass through two (i.e. Bragg optical-fiber grating sensor A of Bragg optical-fiber grating sensor 10
With Bragg optical-fiber grating sensor B) it measures.When cantilever beam 9 is in flexuosity, the axial strain at beam section upper and lower two
Equal in magnitude, direction is on the contrary, therefore, maximum bending strain can be obtained by following formula at x：
Wherein εFBG_AAnd εFBG_BIt is the measuring strain of two Bragg optical-fiber grating sensors 10 above and below cantilever beam respectively,
The error that temperature effect brings strain measurement can be eliminated in this way.
According to formula (7), the pressure that can must act on measurand surface is：
P=C2εB (9)
WhereinC2It is sensed with bragg grating to act on union body surface pressing
Device 10 surveys the coefficient between strain.
This formula is the key equation of the present invention, and formula is shown is answered by what Bragg optical-fiber grating sensor 10 obtained
Become has unique correspondence with the external load p applied.The material parameter and structure of this relationship and cantilever beam 9 and film 8
Size is related.If Bragg optical-fiber grating sensor is installed on the fixing end namely x=0 of cantilever beam 9, therefore formula (7) can
To be reduced to：
This formula shows Bragg optical-fiber grating sensor and is installed in the case of the position fixed ends of cantilever beam 9, Bradley
The strain that lattice fiber-optic grating sensor 10 obtains and the unique corresponding relation for acting on union body surface pressing p.And from formula
As can be seen that material parameter and structure size by controlling cantilever beam 9 and film 8, can adjust range and the spirit of measurement
Sensitivity.
Based on above-mentioned derivation, the present invention provides the surveys of the soil pressure of the changeable fluid based on bragg grating
Amount method, which is characterized in that include the following steps：
(1) according to the size of measurand and measurement request, the material and size of cantilever beam 9 and film 8 are selected, wherein
The cantilever beam 9 is made of the elastic sheet metal of cuboid or rectangular patch, and film 8 is made of the elastic sheet metal of disc-shaped；
(2) Bragg optical-fiber grating sensor 10 is mounted at the central axes of 9 surface of cantilever beam along its length, and made
The two is combined closely, then the free end of cantilever beam 9 and film 8 are linked together by a rigid transmission rod 7, by film 8
It is covered in the open one end of the sensor cavity 12, then Bragg optical-fiber grating sensor 10, cantilever beam 9, rigid transmission rod
Union body is collectively formed with film 8, then by optical fiber 6 by Bragg optical-fiber grating sensor 10 and fiber-optic signal analyzing processing
Equipment is connected；
(3) being fixed on the cantilever beam of union body 9 on sensor cavity 12, then union body and sensor cavity 12 are common
Soil pressure sensor is constituted, entire soil pressure sensor is placed in measurand, Bragg optical-fiber grating sensor is write down
Strain initial value；
(4) it by the strain value of fiber-optic signal analyzing processing equipment test constantly Bragg optical-fiber grating sensor, calculates
The local pressure p of measurand：
Wherein, εBFor the difference of the strain value and strain initial value of Bragg optical-fiber grating sensor 10, E and EcRespectively institute
State the elasticity modulus of film 8 and cantilever beam 9, x be the Bragg optical-fiber grating sensor 10 on cantilever beam 9 with fixing end
Distance, L are the length of the cantilever beam 9, tcFor the thickness of the cantilever beam 9, IcFor the moment of inertia of the cantilever beam 9, μ is institute
The Poisson's ratio of film 8 is stated, R is the diameter of the film 8, and t is 8 thickness of film.
The fiber-optic signal analyzing processing equipment includes wideband light source 1, light source coupler 3, optical signal analyzer 4 and signal
Acquisition Processor 5, the wideband light source 1 are sequentially connected the light source coupler 3, optical signal analyzer 4 and signal acquisition process
Device 5, the light source coupler 3 are also connected with the optical fiber 6, and wideband light source 1 is sent out on laser 2 to light source coupler 3.
Further, the Bragg optical-fiber grating sensor 10 is mounted at fixing end, that is, x=0 of the cantilever beam 9, from
And union body is made to form local pressure test component, local pressure test component calculates the monitoring position of measurand according to the following formula
Local pressure,
Further, the material parameter and structure size of adjusting cantilever beam 9 and film 8, setting measurement range can be passed through.
Further, measurement sensitivity can be adjusted by the material parameter and structure size of adjusting cantilever beam 9 and film 8.
Under working condition, when soil body sample is by external load, deformation can cause the deformation of film 8, and then cause to hang
The deformation of arm beam 9 generates strain and the drift of wavelength so as to cause the fiber grating on cantilever beam 9, and then can be tested
The pressure of object realizes the accurate measurement of measurand pressure.
The present invention is made of such method：It is preferred that using Prague Bragg optical-fiber grating sensor 10, differentiate
Rate is 1.0 μ ε, and two Bragg optical-fiber grating sensors 10 are separately mounted in 9 upper and lower surface of cantilever beam, is used in the present invention
The cantilever beam 9 arrived is copper material, and size is 40mm long, and 15mm wide, 1mm are thick, and film 8 is copper material, size 0.6mm
Thickness, 90mm diameters, entire union body size are 30mm thick, then 100mm diameters are used Bragg optical-fiber grating sensor 10
Epoxy encapsulation, Prague Bragg optical-fiber grating sensor 10 are connected to fiber grating Acquisition Instrument by optical fiber 6, show,
It acquires and stores data.When experiment, fixed component 11 is fixed on measurand outer surface, component 11 to be fixed with epoxy resin
After being completely fixed, between the cantilever beam 9 of the present invention, rigid transmission rod 7 etc. are installed on two fixed components 11, pass through optical fiber
6 are connected to the test data that grating Acquisition Instrument can be obtained by the local pressure measuring device of the acquisition present invention, according to above-mentioned
The selection of material parameter and structure design, Measurement Resolution are 0.105kPa/ μ ε.
Test method designed by the present invention, is not involved with electric signal, so short circuit problem is not present in water environment,
This method applies also for the local pressure test of rock, concrete.
As it will be easily appreciated by one skilled in the art that the foregoing is merely illustrative of the preferred embodiments of the present invention, not to
The limitation present invention, all within the spirits and principles of the present invention made by all any modification, equivalent and improvement etc., should all include
Within protection scope of the present invention.
Claims (6)
1. a kind of changeable fluid soil pressure force measuring device, which is characterized in that including cantilever beam, Bragg optical-fiber grating sensor,
Rigid transmission rod, film, sensor cavity and fiber-optic signal analyzing processing equipment, wherein
The Bragg optical-fiber grating sensor is mounted at the central axes of cantilever beam surface along its length, and the two is close
In conjunction with；
The rigidity transmission rod links together the free end of cantilever beam with film；
The open at one end of the sensor cavity, the film are covered in the open end of the sensor cavity；
The fixing end of the cantilever beam is fixed on the inner wall of sensor cavity；
The fiber-optic signal analyzing processing equipment is connect by optical fiber with the Bragg optical-fiber grating sensor, for obtaining
The strain of Bragg optical-fiber grating sensor.
2. a kind of changeable fluid soil pressure force measuring device according to claim 1, which is characterized in that the fiber-optic signal point
Analysis processing equipment includes wideband light source, light source coupler, optical signal analyzer and signal acquisition process device, the wideband light source according to
The secondary light source coupler, optical signal analyzer and signal acquisition process device, the light source coupler of connecting is also connected with the light
It is fine.
3. the soil pressure measurement method of the changeable fluid based on bragg grating, which is characterized in that include the following steps：
(1) according to the size of measurand and measurement request, the material and size of cantilever beam and film are selected, wherein described outstanding
Arm beam is made of the elastic sheet metal of cuboid or rectangular patch, and film is made of the elastic sheet metal of disc-shaped；
(2) Bragg optical-fiber grating sensor is mounted at the central axes of cantilever beam surface along its length, and keeps the two tight
Close combination, then the free end of cantilever beam is linked together with film by a rigid transmission rod, film is covered in described
One end of sensor cavity opening, then Bragg optical-fiber grating sensor, cantilever beam, rigid transmission rod and film collectively form connection
Then Bragg optical-fiber grating sensor is connected by knot body by optical fiber with fiber-optic signal analyzing processing equipment；
(3) fixing end of the cantilever beam of union body is fixed on by fixed component on sensor cavity, then union body and sensing
Device cavity collectively forms soil pressure sensor, and entire soil pressure sensor is placed in measurand, bragg fiber is write down
Grating sensor strains initial value；
(4) it by the strain value of fiber-optic signal analyzing processing equipment test constantly Bragg optical-fiber grating sensor, calculates tested
The local pressure of object：
Wherein, εBFor the difference of the strain value and strain initial value of Bragg optical-fiber grating sensor, E and EcThe respectively described film
With the elasticity modulus of cantilever beam, x is the Bragg optical-fiber grating sensor on a cantilever beam at a distance from fixing end, and L is institute
State the length of cantilever beam, tcFor the thickness of the cantilever beam, IcFor the moment of inertia of the cantilever beam, μ is the Poisson of the film
Than R is the diameter of the film, and t is film thickness.
4. the soil pressure measurement method of the changeable fluid according to claim 3 based on bragg grating, special
Sign is that the Bragg optical-fiber grating sensor is mounted at fixing end, that is, x=0 of the cantilever beam, to make union body
Local pressure test component is formed, local pressure test component calculates the part pressure at the monitoring position of measurand according to the following formula
Power,
5. the soil pressure measurement method of the changeable fluid according to claim 3 or 4 based on bragg grating,
It is characterized in that, the material parameter and structure size of adjusting cantilever beam and film, setting measurement range and sensitivity can be passed through.
6. the soil body of the changeable fluid based on bragg grating according to any claim in claim 3~5
Pressure measurement method, which is characterized in that the fiber-optic signal analyzing processing equipment includes wideband light source, light source coupler, light letter
Number analyzer and signal acquisition process device, the wideband light source are sequentially connected the light source coupler, optical signal analyzer and letter
Number Acquisition Processor, the light source coupler are also connected with the optical fiber.
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| CN201810240527.XA CN108760109B (en) | 2018-03-22 | 2018-03-22 | Variable-range soil pressure measuring device and method based on Bragg fiber grating |
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| CN201810240527.XA CN108760109B (en) | 2018-03-22 | 2018-03-22 | Variable-range soil pressure measuring device and method based on Bragg fiber grating |
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Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN110672240A (en) * | 2019-10-23 | 2020-01-10 | 云南师范大学 | Static friction force measuring device based on optical fiber |
| CN111855043A (en) * | 2020-07-31 | 2020-10-30 | 长飞光纤光缆股份有限公司 | Fiber grating soil pressure sensor |
| CN112014011A (en) * | 2020-07-20 | 2020-12-01 | 武汉理工大学 | Internal stress measuring device and preparation method thereof |
| CN112304469A (en) * | 2019-12-10 | 2021-02-02 | 中国科学院合肥物质科学研究院 | FBG temperature sensor based on bimetal cantilever beam and application thereof |
| RU204013U1 (en) * | 2020-12-15 | 2021-05-04 | Федеральное государственное бюджетное образовательное учреждение высшего образования "Казанский национальный исследовательский технический университет им. А.Н. Туполева - КАИ" | FIBER OPTICAL PRESSURE MEASURING DEVICE |
| RU204010U1 (en) * | 2020-12-15 | 2021-05-04 | Федеральное государственное бюджетное образовательное учреждение высшего образования "Казанский национальный исследовательский технический университет им. А.Н. Туполева - КАИ" | FIBER OPTICAL PRESSURE MEASURING DEVICE |
| CN113008424A (en) * | 2021-02-26 | 2021-06-22 | 武汉理工大学 | Variable-range fiber grating pressure sensor based on fused deposition technology |
| CN113340487A (en) * | 2021-07-12 | 2021-09-03 | 西南交通大学 | Earth pressure cell |
| CN114353867A (en) * | 2021-12-23 | 2022-04-15 | 石家庄铁道大学 | Multifunctional soil state monitoring device |
| CN114963028A (en) * | 2022-06-08 | 2022-08-30 | 国家石油天然气管网集团有限公司 | Fiber grating infrasound sensor for pressure-variable light transducing piece and pipeline leakage detection |
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