CN108398318A - The method and device of rock surface types of fractures and distribution is determined based on digital image correlation technique - Google Patents

The method and device of rock surface types of fractures and distribution is determined based on digital image correlation technique Download PDF

Info

Publication number
CN108398318A
CN108398318A CN201810111939.3A CN201810111939A CN108398318A CN 108398318 A CN108398318 A CN 108398318A CN 201810111939 A CN201810111939 A CN 201810111939A CN 108398318 A CN108398318 A CN 108398318A
Authority
CN
China
Prior art keywords
rock fracture
rock
displacement
fracture
coordinate system
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.)
Granted
Application number
CN201810111939.3A
Other languages
Chinese (zh)
Other versions
CN108398318B (en
Inventor
肖立志
纪维伟
廖广志
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.)
China University of Petroleum Beijing
Original Assignee
China University of Petroleum Beijing
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 China University of Petroleum Beijing filed Critical China University of Petroleum Beijing
Priority to CN201810111939.3A priority Critical patent/CN108398318B/en
Publication of CN108398318A publication Critical patent/CN108398318A/en
Application granted granted Critical
Publication of CN108398318B publication Critical patent/CN108398318B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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
    • G01N3/02Details
    • G01N3/06Special adaptations of indicating or recording means
    • G01N3/068Special adaptations of indicating or recording means with optical indicating or recording 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
    • G01N2203/0058Kind of property studied
    • G01N2203/006Crack, flaws, fracture or rupture
    • G01N2203/0062Crack or flaws
    • G01N2203/0066Propagation of crack
    • 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
    • G01N2203/0641Indicating or recording means; Sensing means using optical, X-ray, ultraviolet, infrared or similar detectors
    • G01N2203/0647Image analysis

Landscapes

  • 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 present invention provides a kind of method and device determining rock surface types of fractures and distribution based on digital image correlation technique, wherein, the method for determining rock surface types of fractures and distribution based on digital image correlation technique, the image information of rock fracture in experimental period is preset by acquisition, the image information that different time acquires is matched with the initial pictures of the rock fracture, obtain surface-displacement of the rock fracture under global coordinate system, further according to the surface-displacement under the global coordinate system, determine the developing direction of the rock fracture, then type and the distribution of the rock fracture are determined according to the developing direction of the rock fracture.The crack information in method provided by the invention can get rock surface crack in forming process each stage, the type and its fractions distribution for further determining that each stage crack can solve the problems, such as that the prior art can only determine rock fracture type and its fractions distribution after rock fracture end-state is formed.

Description

The method for determining rock surface types of fractures and distribution based on digital image correlation technique And device
Technical field
The present invention relates to optical measurement mechanics, engineering detecting fields, more particularly to one kind to be determined based on digital image correlation technique The method and device of rock surface types of fractures and distribution.
Background technology
The type in rock surface crack can be divided into tensioning type crack (I type), plane shear type crack (II type) and compound Type crack (I-II type).Determine that not only having to scientific research but also to commercial Application for the types of fractures of rock is extremely far-reaching Meaning.On the one hand, rock is a kind of anisotropic heterogeneous material, and different cracking initiation modes corresponds to different fractures Intensity.Therefore, judge that the types of fractures of rock contributes to the failure mechanism for understanding rock and the breakdown strength for estimating rock.It is another Aspect, unconventional energy resource exploitation needs to improve the conduction of reservoir using hydraulic fracturing technology, and different hydraulic fracture types There is different effects to the transformation of reservoir conduction, for example, II type hydraulic fracture is compared to other kinds of hydraulic fracture energy Enough significantly more efficient conductions for improving reservoir.Therefore, how to determine that types of fractures also results in the extensive pass of petroleum industrial circle Note.
There are two ways to the prior art judges rock surface types of fractures with distribution, one is according to rock surface crack Direction and the loading direction of power be formed by angle to judge.For example, in conventional single compression experiment, if the above-mentioned angle of axis is Zero or 180 degree, then it is assumed that the crack is tensioning type crack, and the crack has the fractions distribution in tensioning type crack, if above-mentioned folder Angle is 45 degree of angles, then it is assumed that the crack is shearing-type crack, and the crack has the fractions distribution in shearing-type crack.It is another It is the type that crack is observed and judged according to the configuration of surface of rock fracture by scanning electron microscope, if fracture faces form Distribution is in tearing dress or zigzag, then it is assumed that the crack is that tensioning type crack is recognized if fracture faces fractions distribution is filled in scratch It is shearing-type crack for it.
But the method for the prior art can only distinguish tensioning type crack after the formation of rock surface crack end-state With shearing-type crack and the fractions distribution of surface crack.
Invention content
The present invention provide it is a kind of based on digital image correlation technique determine rock surface types of fractures and distribution method and Device can only distinguish tensioning type crack and shearing to solve the prior art after the formation of rock surface crack end-state The problem of fractions distribution of type crack and surface crack.
In a first aspect, the present invention provides one kind determining rock surface types of fractures and distribution based on digital image correlation technique Method, the method includes:
The image information of rock fracture is acquired in default experimental period, the rock fracture is rock surface crack;
Matching treatment is carried out using the image information of different time acquisition and the initial pictures of the rock fracture, obtains institute State surface-displacement of the rock fracture under global coordinate system;
According to the surface-displacement under the global coordinate system, the developing direction of the rock fracture is determined;
Type and the distribution of the rock fracture are determined according to the developing direction of the rock fracture.
Further, the image information that rock fracture is acquired in default experimental period, including:
In default experimental period, the image information of the rock fracture is acquired according to default acquisition rate
Further, the surface-displacement according under the global coordinate system, determines the development of the rock fracture Direction, including:
According to the horizontal displacement field of the surface-displacement under the global coordinate system, the development side of the rock fracture is determined To.
Further, the developing direction according to the rock fracture determines the type of the rock fracture, including:
Using the developing direction of the rock fracture and the direction vertical with the developing direction of the rock fracture as axis, Establish local coordinate system;
Surface-displacement under the global coordinate system is converted to the local coordinate system;
Tensioning displacement and the shear displacemant for determining the rock fracture are fastened in the local coordinate;
According to the tensioning displacement of the rock fracture and shear displacemant, type and the distribution of the rock fracture are determined.
Further, described according to the tensioning displacement of the rock fracture and shear displacemant, determine the rock fracture Type, including:
If there are the minimum precision that the absolute value of the difference of the tensioning displacement of both sides is more than measuring system for the rock fracture Position, and the absolute value of the difference of the shear displacemant of all position both sides of the rock fracture is both less than the measuring precision, Then think that the rock fracture type is tensioning type crack, the rock fracture is distributed as tearing shape and/or zigzag form point Cloth;
If there are the minimum precision that the absolute value of the difference of the shear displacemant of both sides is more than measuring system for the rock fracture Position, and the absolute value of the difference of the tensioning displacement of all position both sides of the rock fracture is both less than the measuring precision, Then think that the rock fracture type is shearing-type crack, the rock fracture is distributed as scratch shape fractions distribution;
If the absolute value that the rock fracture had both had the difference of the tensioning displacement of both sides is more than the minimum smart of measuring system The position of degree, there is also the positions that the absolute value of the difference of the shear displacemant of both sides is both greater than the minimum precision of measuring system, then Think that the rock fracture type is mixed mode, the rock fracture is distributed as tearing shape and/or zigzag and scratch shape Mixed style is distributed.
Second aspect determining that rock surface types of fractures fills the present invention also provides a kind of based on digital image correlation technique It sets, described device includes:
Image information collecting module, the image information for acquiring rock fracture in default experimental period, the rock Crack is rock surface crack;
Image information matching module, the initial graph for image information and the rock fracture using different time acquisition As carrying out matching treatment, surface-displacement of the rock fracture under global coordinate system is obtained;
Processing module, for according to the surface-displacement under the global coordinate system, determining the development of the rock fracture Direction;
Determining module, the type for determining the rock fracture according to the developing direction of the rock fracture.
Further, described image information acquisition module is specifically used for:
In default experimental period, the image information of the rock fracture is acquired according to default acquisition rate.
Further, the processing module, is specifically used for:
According to the horizontal displacement field of the surface-displacement under the global coordinate system, the development side of the rock fracture is determined To.
Further, the determining module, is specifically used for:
Using the developing direction of the rock fracture and the direction vertical with the developing direction of the rock fracture as axis, Establish local coordinate system;
Surface-displacement under the global coordinate system is converted to the local coordinate system;
Tensioning displacement and the shear displacemant for determining the rock fracture are fastened in the local coordinate;
According to the tensioning displacement of the rock fracture and shear displacemant, type and the distribution of the rock fracture are determined.
Further, the determining module, is specifically used for:
If there are the minimum precision that the absolute value of the difference of the tensioning displacement of both sides is more than measuring system for the rock fracture Position, and the absolute value of the difference of the shear displacemant of all position both sides of the rock fracture is both less than the measuring precision, Then think that the rock fracture type is tensioning type crack, the rock fracture is distributed as tearing shape and/or zigzag form point Cloth;
If there are the minimum precision that the absolute value of the difference of the shear displacemant of both sides is more than measuring system for the rock fracture Position, and the absolute value of the difference of the tensioning displacement of all position both sides of the rock fracture is both less than the measuring precision, Then think that the rock fracture type is shearing-type crack, the rock fracture is distributed as scratch shape fractions distribution;
If the absolute value that the rock fracture had both had the difference of the tensioning displacement of both sides is more than the minimum smart of measuring system The position of degree, there is also the positions that the absolute value of the difference of the shear displacemant of both sides is both greater than the minimum precision of measuring system, then Think that the rock fracture type is mixed mode, the rock fracture is distributed as tearing shape and/or zigzag and scratch shape Mixed style is distributed.
The present invention provide it is a kind of based on digital image correlation technique determine rock surface types of fractures and distribution method and Device, wherein determine that the method for rock surface types of fractures and distribution is default real by acquiring based on digital image correlation technique The image information for testing rock fracture in the time, by the initial pictures of image information and the rock fracture of different time acquisition into Row matching treatment obtains surface-displacement of the rock fracture under global coordinate system, further according under the global coordinate system Surface-displacement, determine the developing direction of the rock fracture, institute then determined according to the developing direction of the rock fracture State type and the distribution of rock fracture.Realizing can be with the developing direction of continuous observation rock fracture, according to the whole of rock fracture A evolution determines types of fractures and distribution so that types of fractures and distribution determination are more accurate.
Description of the drawings
It, below will be to attached drawing needed in the description of each embodiment in order to illustrate more clearly of various embodiments of the present invention It is briefly described, it should be apparent that, drawings in the following description are some embodiments of the invention, common for this field For technical staff, without having to pay creative labor, other drawings may also be obtained based on these drawings.
Fig. 1 is the method provided by the invention for determining rock surface types of fractures and distribution based on digital image correlation technique The flow chart of embodiment one;
Fig. 2 determines rock surface types of fractures and the device of distribution to be provided by the invention based on digital image correlation technique The structural schematic diagram of embodiment one.
Specific implementation mode
In order to make the object, technical scheme and advantages of the embodiment of the invention clearer, below in conjunction with the embodiment of the present invention In attached drawing, technical scheme in the embodiment of the invention is clearly and completely described, it is clear that described embodiment is A part of the embodiment of the present invention, instead of all the embodiments.Based on the embodiments of the present invention, those of ordinary skill in the art The every other embodiment obtained without creative efforts, shall fall within the protection scope of the present invention.
Fig. 1 is the method provided by the invention for determining rock surface types of fractures and distribution based on digital image correlation technique The flow chart of embodiment one, it is provided in this embodiment that rock surface types of fractures and distribution are determined based on digital image correlation technique Method, executive agent can be based on digital image correlation technique to determine rock surface types of fractures and the device of distribution, example Such as computer, processor, the present invention are not restricted.
As shown in Figure 1, this method may include:
S101, the image information that rock fracture is acquired in default experimental period, the rock fracture split for rock surface Seam.
Optionally, in default experimental period, the image information of the rock fracture is acquired according to default acquisition rate.Example Such as, default acquisition rate be could be provided as into 5/second, may be alternatively provided as other values, the present invention is not limited, can basis It is specific to need that acquisition rate is arranged.Different default acquisition rates, which is arranged, can make the time of acquisition image in default experimental period Point is different, obtains the image information of rock fracture described in different moments.
The image information of acquisition names preservation sequentially in time, and when subsequent processing can be according to the filename of image information To determine the acquisition time of the collected rock fracture image information.
S102, matching treatment is carried out using the image information of different time acquisition and the initial pictures of the rock fracture, Obtain surface-displacement of the rock fracture under global coordinate system.
With the development of rock fracture, the image of collected rock fracture can occur on the initial pictures of rock fracture Variation.
Specifically, it is reference picture by the initial pictures of the rock fracture of default experimental period initial time acquisition, The image information that different time in default experimental period acquires is matched with initial pictures using digital image correlation technique, Obtain surface-displacement of the rock fracture under global coordinate system.
Wherein, it should be noted that the surface-displacement refers to the set of body surface each point displacement.According to not Tongfang To displacement, the surface-displacement can be divided into horizontal displacement field and vertical displacement field.
Obtaining the process of surface-displacement of the rock fracture under global coordinate system can be:Firstly, it is necessary to first Beginning image and the image information of different time acquisition carry out distortion and handle, and then, any point P are chosen on initial picturesiFor One length and width of work at center are all the block of pixels Block-i of 2k+1 pixel, and wherein k is the integer more than 0, is acquired in different time Image information in specify range searching, with any point P in specified regiondCentered on make a length and width all be 2k+1 pixel picture Plain block Block-d, by comparing PiColor value and specified region in any point PdColor value, according to calculation formula calculate picture The related coefficient of plain block Block-i and block of pixels Block-d, the point with maximum correlation coefficient value is P in search rangei Deformed corresponding points then calculate the displacement on image between pixel and image can be obtained by repeatedly matching and calculating The displacement of middle all the points, to obtain surface-displacement of the rock fracture under global coordinate system.
S103, according to the surface-displacement under the global coordinate system, determine the developing direction of the rock fracture.
By comparing the initial pictures of the image and rock fracture of the rock fracture of acquisition, the hair of rock fracture can be known Open up direction.A kind of mode can determine the developing direction of rock fracture according to the surface-displacement under global coordinate system.
Optionally, according to the horizontal displacement field of the surface-displacement under the global coordinate system, the rock fracture is determined Developing direction.The contour of horizontal displacement, the congruent point of contour are taken in horizontal displacement field under the global coordinate system For the tip in the crack of corresponding time, the starting point of the rock fracture and the line direction of congruent point are the rock fracture Developing direction.
S104, type and the distribution that the rock fracture is determined according to the developing direction of the rock fracture.
The type and fractions distribution of different moments rock fracture are determined by the entire evolution of rock fracture.
In the present embodiment, the image information of rock fracture in experimental period is preset by acquisition, by different time acquisition Image information and the initial pictures of the rock fracture carry out matching treatment, obtain the rock fracture under global coordinate system Surface-displacement determines the developing direction of the rock fracture, then further according to the surface-displacement under the global coordinate system Type and the distribution of the rock fracture are determined according to the developing direction of the rock fracture.Realizing can be with continuous observation rock The developing direction in crack, according to the entire evolution of rock fracture determine types of fractures with distribution so that types of fractures with point It is more accurate that cloth determines.
Specifically, type and the distribution of the rock fracture, Ke Yiyou are determined according to the developing direction of the rock fracture Following procedure:
First, with the developing direction of the rock fracture it is and the side vertical with the developing direction of the rock fracture To for axis, local coordinate system is established.Wherein, using the developing direction of the rock fracture as Y-axis, with the hair with the rock fracture It is X-axis to open up the vertical direction in direction, establishes above-mentioned local coordinate system.The direction vertical with the developing direction of the rock fracture can Be with the developing direction of the rock fracture can also be with the developing direction of the rock fracture at 90 degree of direction at negative 90 degree of direction, two kinds of different local coordinate systems of X-axis being built such that have no effect on final result of calculation, so establishing When local coordinate system, appoints and take a direction vertical with the rock fracture developing direction for X-axis.
There can be an angle theta between the global coordinate system and local coordinate system, according to Formula of Coordinate System Transformation y '=x " Sin θ+y " cos θ and x '=x " cos θ-y " sin θs, wherein θ is the angle of global coordinate system and local coordinate system, x " and y " point Coordinate that Wei be in global coordinate system, x ' and y ' are respectively the coordinate in local coordinate system, and passing through above-mentioned Formula of Coordinate System Transformation will Surface-displacement under global coordinate system is converted to the surface-displacement under local coordinate system.
It should be noted that displacement consistent with the rock fracture developing direction in local coordinate system is tensioning position It moves, the displacement with the rock fracture developing direction vertical direction is shear displacemant.
The both sides setting sampling line of the rock fracture described in local coordinate system, samples the development of line and the rock fracture Direction is parallel, obtains tensioning displacement and shear displacemant of the rock fracture on the sampling line.Wherein, the sampling line with The distance between local coordinate system Y-axis is to have the position more than 0 along all rock fracture positions of the rock fracture developing direction Minimum range in the distance of shifting.
Further, by the size of the absolute value of the difference of the tensioning displacement of the rock fracture both sides and shear displacemant The size of the absolute value of difference is compared with measuring system precision respectively, determines type and the distribution of the rock fracture.If The rock fracture is more than to measure in the rock fracture developing direction there are the absolute value of the difference of the tensioning displacement of both sides The position for precision of uniting, and the rock fracture is in the difference of the shear displacemant of all position both sides of the rock fracture developing direction Absolute value be both less than measuring system precision, then it is assumed that the crack is tensioning type crack, i.e. I type crack, the rock fracture point Cloth is tearing shape and/or zigzag fractions distribution.
If the rock fracture is in the rock fracture developing direction, there are the absolute values of the difference of the shear displacemant of both sides More than the position of measuring system precision, and the rock fracture is in the tensioning of all position both sides of the rock fracture developing direction The absolute value of the difference of displacement is both less than measuring system precision, then it is assumed that the crack is shearing-type crack, i.e. II type crack is described Rock fracture is distributed as scratch shape fractions distribution.
If both there is the absolute of the difference of the tensioning displacement of both sides in the rock fracture developing direction in the rock fracture For value more than the position of measuring system precision, there is also the absolute values of the difference of the shear displacemant of both sides to be more than measuring system precision Position, then it is assumed that the crack is mixed mode, i.e. I-II crack, and the rock fracture is distributed as tearing shape and/or zigzag It is distributed with scratch shape mixed style.
Optionally, the rock fracture can be determined according to the coordinate position of starting point in global coordinate system and congruent point Area distribution, i.e., the described rock fracture are distributed in the regional extent between starting point and congruent point.
By comparing the difference of the tensioning displacement of rock fracture both sides absolute value and measuring system precision magnitude relationship and The magnitude relationship of the absolute value and measuring system precision of the difference of the shear displacemant of rock fracture both sides, can not only objectively sentence Break and the type and fractions distribution of rock fracture, the type and fractions distribution result accuracy of obtained rock fracture are high, moreover it is possible to Enough area distributions according to starting point in rock fracture developing direction and the location determination rock fracture of congruent point, and the present invention The method of middle determining rock surface types of fractures and fractions distribution is easy to operate, applicability is more extensive.
Fig. 2 determines rock surface types of fractures and the device of distribution to be provided by the invention based on digital image correlation technique The structural schematic diagram of embodiment one, it is provided in this embodiment to determine rock surface types of fractures and distribution based on digital correlation techniques Device be used to execute embodiment shown in FIG. 1 provides based on digital image correlation technique determine rock surface types of fractures with The method of distribution.
As shown in Fig. 2, the device includes:Image information collecting module 21, image information matching module 22, processing module 23, determining module 24.
Wherein, image information collecting module 21, the image information for acquiring rock fracture in default experimental period, institute It is rock surface crack to state rock fracture.
Image information matching module 22, the image information for being used to acquire using different time are initial with the rock fracture Image carries out matching treatment, obtains surface-displacement of the rock fracture under global coordinate system.
Processing module 23, for according to the surface-displacement under the global coordinate system, determining the hair of the rock fracture Open up direction.
Determining module 24, the type for determining the rock fracture according to the developing direction of the rock fracture.
In above-mentioned apparatus embodiment, image information collecting module 21 is specifically used in default experimental period according to default Acquisition rate acquires the image information of rock fracture.For example, default acquisition rate could be provided as 5/second, may be alternatively provided as Others value, the present invention are not limited, and according to specific can need that acquisition rate is arranged.Different default acquisition rates is set The time point of acquisition image in default experimental period can be made different, obtain the image information of rock fracture described in different moments.
The image information of acquisition is named be stored in image information collecting module sequentially in time, and when subsequent processing can The acquisition time of the collected rock fracture image information is determined according to the filename of image information.
Optionally, above-mentioned image information collecting module can be the industrial camera being connect with the computer with Fixed disk.
Optionally, stable light source can also be set on the surface of tested rock, to be maintained at quilt in default experimental period The luminous intensity for surveying rock surface is consistent.
Image information matching module 22 is specifically used for the rock fracture for acquiring default experimental period initial time Initial pictures are reference picture, the image information for being acquired different time in default experimental period using digital image correlation technique It is matched with initial pictures, obtains surface-displacement of the rock fracture under global coordinate system.
With the development of rock fracture, the image of 21 collected rock fracture of image information collecting module can be split in rock It changes on the initial pictures of seam.
Wherein, it should be noted that the surface-displacement refers to the set of body surface each point displacement.According to not Tongfang To displacement, the surface-displacement can be divided into horizontal displacement field and vertical displacement field.
The process that image information matching module 22 obtains surface-displacement of the rock fracture under global coordinate system can Think:Firstly, it is necessary to which the image information acquired to initial pictures and different time carries out distortion and handles, then, in initial graph As upper selection any point PiCentered on one length and width of work be all 2k+1 pixel block of pixels Block-i, wherein k is more than 0 Integer specifies range searching in the image information of different time acquisition, with any point P in specified regiondCentered on make one length Wide is all the block of pixels Block-d of 2k+1 pixel, by comparing PiColor value and specified region in any point PdColor Value calculates the related coefficient of block of pixels Block-i and block of pixels Block-d according to calculation formula, has most in search range The point of big correlation coefficient value is PiDeformed corresponding points then calculate the displacement on image between pixel, by more The displacement of all the points in image can be obtained in secondary matching and calculating, to obtain the rock fracture under global coordinate system Surface-displacement.
Processing module 23 is specifically used for the horizontal displacement field according to the surface-displacement under the global coordinate system, determines institute State the developing direction of rock fracture.
By comparing the initial pictures of the image and rock fracture of the rock fracture of acquisition, the hair of rock fracture can be known Open up direction.A kind of mode can determine the developing direction of rock fracture according to the surface-displacement under global coordinate system.
Optionally, processing module 23 determines institute according to the horizontal displacement field of the surface-displacement under the global coordinate system State the developing direction of rock fracture.The contour of horizontal displacement is taken in horizontal displacement field under the global coordinate system, it is contour The congruent point of line is the tip in the crack of corresponding time, and the starting point of the rock fracture and the line direction of congruent point are institute State the developing direction of rock fracture.Determining module 24 is specifically used for determining different moments according to the entire evolution of rock fracture The type of rock fracture and distribution.
I.e. determining module 24 determines the type and shape of different moments rock fracture by the entire evolution of rock fracture State is distributed.
In the present embodiment, the image information of rock fracture in experimental period is preset by acquisition, by different time acquisition Image information and the initial pictures of the rock fracture carry out matching treatment, obtain the rock fracture under global coordinate system Surface-displacement determines the developing direction of the rock fracture, then further according to the surface-displacement under the global coordinate system The type and fractions distribution of the rock fracture are determined according to the developing direction of the rock fracture.Realizing can be with continuous observation The developing direction of rock fracture determines types of fractures according to the entire evolution of rock fracture so that types of fractures determines more It is accurate.
Specifically, it is determined that module 24 determines the type and shape of the rock fracture according to the developing direction of the rock fracture State is distributed, and can have following procedure:
First, with the developing direction of the rock fracture it is and the side vertical with the developing direction of the rock fracture To for axis, local coordinate system is established.Wherein, using the developing direction of the rock fracture as Y-axis, with the hair with the rock fracture It is X-axis to open up the vertical direction in direction, establishes above-mentioned local coordinate system.The direction vertical with the developing direction of the rock fracture can Be with the developing direction of the rock fracture can also be with the developing direction of the rock fracture at 90 degree of direction at negative 90 degree of direction, two kinds of different local coordinate systems of X-axis being built such that have no effect on final result of calculation, so establishing When local coordinate system, appoints and take a direction vertical with the rock fracture developing direction for X-axis.
There can be an angle theta between the global coordinate system and local coordinate system, according to Formula of Coordinate System Transformation y '=x " Sin θ+y " cos θ and x '=x " cos θ-y " sin θs, wherein θ is the angle of global coordinate system and local coordinate system, x " and y " point Coordinate that Wei be in global coordinate system, x ' and y ' are respectively the coordinate in local coordinate system, and passing through above-mentioned Formula of Coordinate System Transformation will Surface-displacement under global coordinate system is converted to the surface-displacement under local coordinate system.
It should be noted that displacement consistent with the rock fracture developing direction in local coordinate system is tensioning position It moves, the displacement with the rock fracture developing direction vertical direction is shear displacemant.
The both sides setting sampling line of the rock fracture described in local coordinate system, samples the development of line and the rock fracture Direction is parallel, obtains tensioning displacement and shear displacemant of the rock fracture on the sampling line.Wherein, the sampling line with The distance between local coordinate system Y-axis is to have the position more than 0 along all rock fracture positions of the rock fracture developing direction Minimum range in the distance of shifting.
Further, by the size of the absolute value of the difference of the tensioning displacement of the rock fracture both sides and shear displacemant The size of the absolute value of difference is compared with measuring system precision respectively, determines type and the distribution of the rock fracture.If The rock fracture is more than to measure in the rock fracture developing direction there are the absolute value of the difference of the tensioning displacement of both sides The position for precision of uniting, and the rock fracture is in the difference of the shear displacemant of all position both sides of the rock fracture developing direction Absolute value be both less than measuring system precision, then it is assumed that the crack is tensioning type crack, i.e. I type crack, the rock fracture point Cloth is tearing shape and/or zigzag fractions distribution.
If the rock fracture is in the rock fracture developing direction, there are the absolute values of the difference of the shear displacemant of both sides More than the position of measuring system precision, and the rock fracture is in the tensioning of all position both sides of the rock fracture developing direction The absolute value of the difference of displacement is both less than measuring system precision, then it is assumed that the crack is shearing-type crack, i.e. II type crack is described Rock fracture is distributed as scratch shape fractions distribution.
If both there is the absolute of the difference of the tensioning displacement of both sides in the rock fracture developing direction in the rock fracture For value more than the position of measuring system precision, there is also the absolute values of the difference of the shear displacemant of both sides to be more than measuring system precision Position, then it is assumed that the crack is mixed mode, i.e. I-II crack, and the rock fracture is distributed as tearing shape and/or zigzag It is distributed with scratch shape mixed style.
Optionally it is determined that module 24 can also can be true according to the coordinate position of starting point in global coordinate system and congruent point The area distribution of the fixed rock fracture, i.e., the described rock fracture are distributed in the regional extent between starting point and congruent point.
By comparing the difference of the tensioning displacement of rock fracture both sides absolute value and measuring system precision magnitude relationship and The magnitude relationship of the absolute value and measuring system precision of the difference of the shear displacemant of rock fracture both sides, can not only objectively sentence Break and the type and form of rock fracture, the type and fractions distribution result accuracy of obtained rock fracture are high, additionally it is possible to root According to the area distribution of starting point in rock fracture developing direction and the location determination rock fracture of congruent point, and in the present invention really The method of determining rock surface types of fractures and fractions distribution is easy to operate, applicability is more extensive.
One of ordinary skill in the art will appreciate that:Realize that all or part of step of above-mentioned each method embodiment can lead to The relevant hardware of program instruction is crossed to complete.Program above-mentioned can be stored in a computer read/write memory medium.The journey When being executed, execution includes the steps that above-mentioned each method embodiment to sequence;And storage medium above-mentioned includes:ROM, RAM, magnetic disc or The various media that can store program code such as person's CD.
Finally it should be noted that:The above embodiments are only used to illustrate the technical solution of the present invention., rather than its limitations;To the greatest extent Present invention has been described in detail with reference to the aforementioned embodiments for pipe, it will be understood by those of ordinary skill in the art that:Its according to So can with technical scheme described in the above embodiments is modified, either to which part or all technical features into Row equivalent replacement;And these modifications or replacements, various embodiments of the present invention technology that it does not separate the essence of the corresponding technical solution The range of scheme.

Claims (10)

1. a kind of method determining rock surface types of fractures and distribution based on digital image correlation technique, which is characterized in that packet It includes:
The image information of rock fracture is acquired in default experimental period, the rock fracture is rock surface crack;
Matching treatment is carried out using the image information of different time acquisition and the initial pictures of the rock fracture, obtains the rock Stony fracture is sewn on the surface-displacement under global coordinate system;
According to the surface-displacement under the global coordinate system, the developing direction of the rock fracture is determined;
Type and the distribution of the rock fracture are determined according to the developing direction of the rock fracture.
2. according to the method described in claim 1, it is characterized in that, the figure for acquiring rock fracture in default experimental period As information, including:
In default experimental period, the image information of the rock fracture is acquired according to default acquisition rate.
3. according to the method described in claim 1, it is characterized in that, the surface displacement according under the global coordinate system , determine the developing direction of the rock fracture, including:
According to the horizontal displacement field of the surface-displacement under the global coordinate system, the developing direction of the rock fracture is determined.
4. according to the method described in claim 1, it is characterized in that, the developing direction according to the rock fracture determines institute Type and the distribution of rock fracture are stated, including:
Using the developing direction of the rock fracture and the direction vertical with the developing direction of the rock fracture as axis, establish Local coordinate system;
Surface-displacement under the global coordinate system is converted to the local coordinate system;
Tensioning displacement and the shear displacemant for determining the rock fracture are fastened in the local coordinate;
According to the tensioning displacement of the rock fracture and shear displacemant, type and the distribution of the rock fracture are determined.
5. according to the method described in claim 4, it is characterized in that, the tensioning displacement and shearing according to the rock fracture Displacement determines type and the distribution of the rock fracture, including:
If position of the rock fracture there are the absolute value of the difference of the tensioning displacement of both sides more than the minimum precision of measuring system It sets, and the absolute value of the difference of the shear displacemant of all position both sides of the rock fracture is both less than the measuring precision, then recognizes It is tensioning type crack for the rock fracture type, the rock fracture is distributed as tearing shape and/or zigzag fractions distribution;
If position of the rock fracture there are the absolute value of the difference of the shear displacemant of both sides more than the minimum precision of measuring system It sets, and the absolute value of the difference of the tensioning displacement of all position both sides of the rock fracture is both less than the measuring precision, then recognizes It is shearing-type crack for the rock fracture type, the rock fracture is distributed as scratch shape fractions distribution;
If the absolute value that the rock fracture had both had the difference of the tensioning displacement of both sides is more than the minimum precision of measuring system Position, there is also the positions that the absolute value of the difference of the shear displacemant of both sides is both greater than the minimum precision of measuring system, then it is assumed that The rock fracture type is mixed mode, and the rock fracture is distributed as tearing shape and/or zigzag is mixed with scratch shape Fractions distribution.
6. a kind of determining rock surface types of fractures and the device of distribution based on digital image correlation technique, which is characterized in that packet It includes:
Image information collecting module, the image information for acquiring rock fracture in default experimental period, the rock fracture For rock surface crack;
Image information matching module, for image information and the rock fracture using different time acquisition initial pictures into Row matching treatment obtains surface-displacement of the rock fracture under global coordinate system;
Processing module, for according to the surface-displacement under the global coordinate system, determining the developing direction of the rock fracture;
Determining module, type and distribution for determining the rock fracture according to the developing direction of the rock fracture.
7. device according to claim 6, which is characterized in that described image information acquisition module is specifically used for:
In default experimental period, the image information of the rock fracture is acquired according to default acquisition rate.
8. device according to claim 6, which is characterized in that the processing module is specifically used for:
According to the horizontal displacement field of the surface-displacement under the global coordinate system, the developing direction of the rock fracture is determined.
9. device according to claim 6, which is characterized in that the determining module is specifically used for:
Using the developing direction of the rock fracture and the direction vertical with the developing direction of the rock fracture as axis, establish Local coordinate system;Surface-displacement under the global coordinate system is converted to the local coordinate system;In the local coordinate Fasten the tensioning displacement for determining the rock fracture and shear displacemant;According to the tensioning displacement of the rock fracture and shearing position It moves, determines type and the distribution of the rock fracture.
10. device according to claim 9, which is characterized in that the determining module is specifically used for:
If position of the rock fracture there are the absolute value of the difference of the tensioning displacement of both sides more than the minimum precision of measuring system It sets, and the absolute value of the difference of the shear displacemant of all position both sides of the rock fracture is both less than the measuring precision, then recognizes It is tensioning type crack for the rock fracture type, the rock fracture is distributed as tearing shape and/or zigzag fractions distribution;
If position of the rock fracture there are the absolute value of the difference of the shear displacemant of both sides more than the minimum precision of measuring system It sets, and the absolute value of the difference of the tensioning displacement of all position both sides of the rock fracture is both less than the measuring precision, then recognizes It is shearing-type crack for the rock fracture type, the rock fracture is distributed as scratch shape fractions distribution;
If the rock fracture both existed the tensioning displacement of both sides difference be more than measuring system minimum precision position, also deposit The position of the minimum precision of measuring system is both greater than in the difference of the shear displacemant of both sides, then it is assumed that the rock fracture type is Mixed mode, the rock fracture are distributed as tearing shape and/or zigzag and are distributed with scratch shape mixed style.
CN201810111939.3A 2018-02-05 2018-02-05 Method and device for determining rock surface crack type and distribution based on digital image correlation technology Active CN108398318B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810111939.3A CN108398318B (en) 2018-02-05 2018-02-05 Method and device for determining rock surface crack type and distribution based on digital image correlation technology

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810111939.3A CN108398318B (en) 2018-02-05 2018-02-05 Method and device for determining rock surface crack type and distribution based on digital image correlation technology

Publications (2)

Publication Number Publication Date
CN108398318A true CN108398318A (en) 2018-08-14
CN108398318B CN108398318B (en) 2020-01-31

Family

ID=63096167

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201810111939.3A Active CN108398318B (en) 2018-02-05 2018-02-05 Method and device for determining rock surface crack type and distribution based on digital image correlation technology

Country Status (1)

Country Link
CN (1) CN108398318B (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113656959A (en) * 2021-08-12 2021-11-16 天津大学 Optical measurement-based classification method for dynamic fracture mode of jointed rock
CN116503359A (en) * 2023-04-28 2023-07-28 东南大学 Road surface crack monitoring method based on road side camera

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104700407A (en) * 2015-03-11 2015-06-10 浙江大学 Rock mass crack recognizing method and system
KR20160077704A (en) * 2014-12-24 2016-07-04 포항공과대학교 산학협력단 Method of obtaining reliable true stress-strain curves in a large range of strains in tensile testing using digital image correlation
CN106127777A (en) * 2016-06-27 2016-11-16 中山大学 A kind of three dimensions crack separation identification and characterizing method
CN107576432A (en) * 2017-08-14 2018-01-12 中国矿业大学(北京) A kind of Dynamic Crack tip stress fields method for measurement and device

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20160077704A (en) * 2014-12-24 2016-07-04 포항공과대학교 산학협력단 Method of obtaining reliable true stress-strain curves in a large range of strains in tensile testing using digital image correlation
CN104700407A (en) * 2015-03-11 2015-06-10 浙江大学 Rock mass crack recognizing method and system
CN106127777A (en) * 2016-06-27 2016-11-16 中山大学 A kind of three dimensions crack separation identification and characterizing method
CN107576432A (en) * 2017-08-14 2018-01-12 中国矿业大学(北京) A kind of Dynamic Crack tip stress fields method for measurement and device

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
王娜: "采用DIC研究岩石—混凝土界面裂缝扩展过程", 《中国优秀硕士学位论文全文数据库·工程科技Ⅱ辑》 *
赵程 等: "基于单轴压缩试验的岩石单裂纹扩展及损伤演化规律研究", 《岩石力学与工程学报》 *

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113656959A (en) * 2021-08-12 2021-11-16 天津大学 Optical measurement-based classification method for dynamic fracture mode of jointed rock
CN113656959B (en) * 2021-08-12 2024-03-15 天津大学 Classification method for dynamic fracture modes of jointed rock based on optical measurement
CN116503359A (en) * 2023-04-28 2023-07-28 东南大学 Road surface crack monitoring method based on road side camera

Also Published As

Publication number Publication date
CN108398318B (en) 2020-01-31

Similar Documents

Publication Publication Date Title
Valença et al. Characterisation of concrete cracking during laboratorial tests using image processing
US7305109B1 (en) Automated microscopic image acquisition compositing, and display
CN102096944A (en) Cloud recognition method of three-dimensional laser scanning point in geological body structural plane
CA2930411A1 (en) Geological scanner
US20120257811A1 (en) Computerized methods for tissue analysis using n-gene profiling
Siliqi et al. SUNBIM: A package for X-ray imaging of nano-and biomaterials using SAXS, WAXS, GISAXS and GIWAXS techniques
CN108398318A (en) The method and device of rock surface types of fractures and distribution is determined based on digital image correlation technique
CN109360225A (en) A kind of optimization system and method for motion model
KR20170007181A (en) Spatial multiplexing of histological stains
AU2016348506A1 (en) Computer-implemented composite tissue image with real-time adjustable interface
Grabois et al. On the validation of integrated DIC with tapered double cantilever beam tests
Sapirstein Photogrammetry as a tool for architectural analysis: the digital architecture project at Olympia
CN106482646A (en) Based on the method that slr camera measures object width
Tucci et al. Towers in San Gimignano: metric survey approach
Cardaci et al. Image-based 3D modeling vs laser scanning for the analysis of medieval architecture: the case of St. Croce church in Bergamo
Glazner et al. StraboTools: A mobile app for quantifying fabric in geology
Ma et al. Variable subset DIC algorithm for measuring discontinuous displacement based on pixel-level ZNCC value distribution map
Weibo et al. Performance evaluation approach for image mosaicing algorithm
CN110177646A (en) Characterize cutting element cutting edge
CN105021152B (en) The method that skin depth is determined in Belt-type tools casting
Lord et al. MIRRORS: A MATLAB® GUI for temperature measurement by multispectral imaging radiometry
Chen et al. A non-contact measurement method for rock mass discontinuity orientations by smartphone
Nagrodzka-Godycka et al. State-of-the-art framework for high-speed camera and photogrammetric use in geometry evaluation of prestressed concrete failure process
Bawden Applications of aerial photography in land system mapping
Cottingham Proteomics projects: HUPO plasma proteome project: challenges and future directions

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
GR01 Patent grant
GR01 Patent grant