KR20160141261A - Test method for direct tensile strength measurement utilizing hollow hole and testing device for tensile strength using thereof - Google Patents
Test method for direct tensile strength measurement utilizing hollow hole and testing device for tensile strength using thereof Download PDFInfo
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- KR20160141261A KR20160141261A KR1020150076303A KR20150076303A KR20160141261A KR 20160141261 A KR20160141261 A KR 20160141261A KR 1020150076303 A KR1020150076303 A KR 1020150076303A KR 20150076303 A KR20150076303 A KR 20150076303A KR 20160141261 A KR20160141261 A KR 20160141261A
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N3/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N3/08—Investigating strength properties of solid materials by application of mechanical stress by applying steady tensile or compressive forces
- G01N3/10—Investigating strength properties of solid materials by application of mechanical stress by applying steady tensile or compressive forces generated by pneumatic or hydraulic pressure
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N3/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N3/02—Details
- G01N3/04—Chucks
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N3/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N3/08—Investigating strength properties of solid materials by application of mechanical stress by applying steady tensile or compressive forces
- G01N3/10—Investigating strength properties of solid materials by application of mechanical stress by applying steady tensile or compressive forces generated by pneumatic or hydraulic pressure
- G01N3/12—Pressure testing
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N2203/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N2203/0014—Type of force applied
- G01N2203/0016—Tensile or compressive
- G01N2203/0017—Tensile
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N2203/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N2203/003—Generation of the force
- G01N2203/0042—Pneumatic or hydraulic means
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N2203/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N2203/02—Details not specific for a particular testing method
- G01N2203/026—Specifications of the specimen
- G01N2203/0262—Shape of the specimen
- G01N2203/0266—Cylindrical specimens
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N2203/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N2203/02—Details not specific for a particular testing method
- G01N2203/026—Specifications of the specimen
- G01N2203/0262—Shape of the specimen
- G01N2203/0276—Spherical specimens
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N2203/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N2203/02—Details not specific for a particular testing method
- G01N2203/04—Chucks, fixtures, jaws, holders or anvils
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N2203/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N2203/02—Details not specific for a particular testing method
- G01N2203/04—Chucks, fixtures, jaws, holders or anvils
- G01N2203/0405—Features allowing alignment between specimen and chucks
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N2203/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N2203/02—Details not specific for a particular testing method
- G01N2203/04—Chucks, fixtures, jaws, holders or anvils
- G01N2203/0452—Cushioning layer between test piece and grip
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- General Physics & Mathematics (AREA)
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- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
Abstract
The present invention is intended to more conveniently and accurately measure the tensile strength of various materials constituting the ground or facilities, and it is an object of the present invention to solve the difficulties and troubles of the conventional method of producing and testing specimens of a direct tensile strength test, , The test procedure is more convenient and the test result can be measured more accurately and the safe use of the test result in the practical use of the test result will lead to the safe design and construction of the ground or facilities. It is a useful invention that has a special advantage that can pursue economy through it.
Description
The present invention relates to a test method for measuring a direct tensile strength using a hollow hole and an apparatus for testing a tensile strength using the same. More particularly, the present invention relates to a method for testing a tensile strength test apparatus using a cement, The present invention relates to a direct tensile strength measurement test method and a tensile strength test apparatus using the hollow hole,
Construction work for installing various facilities (buildings, railways, roads, port facilities, breakwater, etc.) on or under the ground is being carried out in various places in and around the country. In order for these various facilities to be safely installed, the ground and the materials constituting the facilities supporting the facilities must have sufficient strength to withstand various loads such as the weight of the facility and any additional added load and wind loads. Otherwise, the ground or facilities may be destroyed or excessive deformation may occur, causing various damages such as cracks in the facilities.
Therefore, the strength of the materials constituting the ground and the facilities must be checked to ensure that they have sufficient strength as they are directly related to the safety of the facilities.
The strength of the materials constituting these grounds and facilities is investigated through the compressive strength test, the tensile strength test, and the shear strength test.
The tensile strength test applied to the conventional method is largely a direct tensile strength test and an indirect tensile strength test, which are a folding tensile strength test and a bending tensile strength test.
First, the existing direct tensile strength test is carried out by preparing a test specimen in a mold and then releasing the mold, installing a jig for tensile test on the demolded specimen, applying epoxy to both ends of the specimen and attaching a device for tensile test There are ways to do the test.
Such test methods require a lot of effort and time, such as making test specimens separately, attaching devices for testing, and then performing tests, and the test procedure is difficult and troublesome. In order to compensate for these problems, the recycled tensile test method in which the test specimen is demolded from the mold, the specimen is laid down, the compressive force is applied, and the flexural tensile test method in which the specimen is formed into the beam shape and the load is applied are frequently used as the indirect tensile strength test method . These test methods indirectly estimate the tensile strength of specimens using empirical equations of applied compressive load and tensile strength. However, the tensile strength through these methods is significantly different from the tensile strength of the actual specimen, and there are various problems in using the test results directly.
On the other hand, as a conventional device for measuring the tensile strength, Patent No. 1074976 entitled " Compression and Tensile Strength Measuring Apparatus "is disclosed in Patent Document 1 (see Patent Document 1).
The "compression and tensile
However, such a compression and tensile
The present invention has been made to solve the various problems caused by the conventional tensile strength test as described above, and it is an object of the present invention to provide a method and apparatus for solving the difficulties and troubles of the process of manufacturing and testing a specimen, And a tensile strength test apparatus using the same.
Another object of the present invention is to provide a direct tensile strength measurement test method using a hollow hole capable of solving the inaccuracy of direct utilization of test results, which is a problem of the conventional indirect tensile strength test, and a tensile strength test apparatus using the same.
In other words, it is an object of the present invention to provide a method of measuring tensile strength of a material constituting a ground or a facility by taking advantage of the advantages obtained by eliminating the drawbacks caused by the conventional direct and indirect tensile strength tests, A tensile strength measurement test method and a tensile strength test apparatus using the same.
In order to achieve the above object, there is provided an apparatus for measuring a direct tensile strength using a hollow hole according to the present invention, comprising: a material specimen (S) having a hollow hollow (H) A separable cylindrical body (1) inserted into the hollow hole (H); The end portions of the external load transmitting
In order to achieve the above object, the apparatus for directly measuring tensile strength using hollow holes according to the present invention is characterized in that a cylindrical hollow hole (H) is formed at the center of a material specimen (S) The external load acting device is provided with a tube 1 'made of a flexible material which can be inflated by hydraulic pressure or air pressure, a hydraulic or air pressure generating pump 2' for generating a hydraulic pressure or an air pressure in the tube 1 ' ), And a hose (3 ') for injecting hydraulic or air pressure into the tube (1').
In order to accomplish the above object, there is provided a method of directly measuring a tensile strength using a hollow hole according to the present invention, comprising: preparing a material specimen having a cylindrical hollow hole at the center thereof; (S2) of installing an external load acting device on the hollow hole (H) and a tensile strength measuring step (S3) of measuring the tensile strength of the material specimen by operating the external load acting device .
The present invention can solve the difficulties and troubles of the process of manufacturing and testing a specimen, which is a problem of the conventional direct tensile strength test, and has a special advantage that can solve the inaccuracies of the direct utilization of the test result, which is a problem of the conventional indirect tensile strength test .
1 is a perspective view of a conventional compression and tensile strength measuring apparatus,
FIG. 2 is a view showing a direct tensile strength measurement test apparatus according to a first embodiment of the present invention,
FIG. 3 is a sectional view showing the use state of a direct tensile strength measuring apparatus according to a first embodiment of the present invention,
4 is a use state plan view of a direct tensile strength measurement apparatus according to the first embodiment of the present invention,
5 is a diagram showing a direct tensile strength measurement test apparatus according to a second embodiment of the present invention,
FIG. 6 is a sectional view showing the use state of a direct tensile strength measuring apparatus according to a second embodiment of the present invention,
FIG. 7 is a plan view showing the use state of a direct tensile strength measurement apparatus according to a second embodiment of the present invention.
Hereinafter, a direct tensile strength measurement test method using the hollow hole of the present invention and a tensile strength test apparatus using the same will be described in detail with reference to the accompanying drawings.
FIG. 2 is a view showing a direct tensile strength testing apparatus according to a first embodiment of the present invention, FIG. 3 is a sectional view of the apparatus for testing a direct tensile strength according to the first embodiment of the present invention, FIG. 5 is a diagram showing a direct tensile strength measurement test apparatus according to a second embodiment of the present invention, FIG. 6 is a view showing a second embodiment of the present invention And FIG. 7 is a plan view illustrating a direct tensile strength measurement apparatus according to a second embodiment of the present invention. In FIG. 7, The tensile strength measurement tester includes a material specimen S having a hollow hollow H at the center thereof; A separable cylindrical body (1) inserted into the hollow hole (H); The end portions of the external load transmitting
An external load acting on both central portions of the
Inductive grooves may be formed on both sides of the center of the
The
The
A
The apparatus for testing a direct tensile strength using the hollow hole of the present invention according to the second embodiment is characterized in that a cylindrical hollow hole H is formed at the center of the material specimen S and an external load acting device The external load acting device is provided with a tube 1 'made of a flexible material that can be inflated by hydraulic pressure or air pressure, a hydraulic or pneumatic generating pump 2' for injecting hydraulic pressure or air pressure into the tube 1 ' , And a hose 3 'for injecting hydraulic or pneumatic pressure into the tube. At this time, a measuring device (not shown) for measuring the magnitude of the hydraulic pressure or the air pressure injected into the tube 1' So that the size of the hydraulic pressure or air pressure injected into the tube can be known.
Here, the external load acting on the hollow hole H is formed by inserting the tube 1 'made of a flexible material capable of expanding by the hydraulic pressure or the air pressure into the hollow hole H, and the hydraulic or air pressure generating pump 2' Is injected into the tube 1 'through a hose 3' for injecting hydraulic pressure or air pressure generated in the tube 1 '.
Meanwhile, the method for measuring the direct tensile strength using the hollow hole of the present invention according to the first embodiment includes a material specimen preparing step (S1 step) of preparing a material specimen having a cylindrical hollow hole (H) at the center thereof; (S2) of installing an external load acting device on the hollow hole (H) and a tensile strength measuring step (S3) of measuring the tensile strength of the material specimen by operating the external load acting device Lt; / RTI >
The material specimen prepared in the material preparation specimen step (S1 step) can be any shape such as a cylindrical shape, a cubic shape, a rectangular parallelepiped shape, and a spherical shape. In the tensile strength measurement step (S3 step) A
In the tensile strength measuring step (S3), an external load acting device for providing an external load acting as a hydraulic or pneumatic pressure to the central portion of the
The
The
A flexible rubber is attached to the outside of the
The method for directly measuring a tensile strength using the hollow hole of the present invention according to the second embodiment includes: preparing a material specimen having a cylindrical hollow hole (H) at the center thereof (S1 step); (S2) of installing an external load acting device on the hollow hole (H) and a tensile strength measuring step (S3) of measuring the tensile strength of the material specimen by operating the external load acting device Lt; / RTI >
The material specimen prepared in the material preparation specimen step (S1 step) can be any shape such as a cylindrical shape, a cubic shape, a rectangular parallelepiped shape, and a spherical shape. In the tensile strength measurement step (S3 step) An external load exerts a tube 1 'on the hollow hole H and acts within the tube 1'.
In addition, in the tensile strength measuring step (S3), the external load acting device for providing an external load acting as a hydraulic pressure or an air pressure in the tube 1 'is a tube 1' made of a flexible material capable of expanding by hydraulic pressure or air pressure A hydraulic or air pressure generating pump 2 'for generating an oil pressure or an air pressure in the tube 1', and a hose 3 'for injecting hydraulic or air pressure into the tube 1'.
Example One
The tensile strength of the material specimen (S) was measured using the direct tensile strength measuring apparatus according to the first embodiment of the present invention.
First, as shown in FIG. 2 and FIG. 3, a material specimen S having a hollow hole H is prepared, and a cylindrical body (not shown) having a hydraulic or
Then, the tensile strength of the material specimen S was measured by operating the external load acting device. That is, when the external load acting device is operated, the hydraulic pressure or the air pressure generated in the hydraulic or air
The action force transmitted to the center of the
Example 2
The tensile strength of the material specimen (S) was measured by using a direct tensile strength measuring apparatus according to the second embodiment of the present invention.
First, as shown in FIGS. 5 and 6, a material specimen S having a hollow hole H is prepared, and the hydraulic or air pressure generating pump 2 ', hydraulic pressure or air pressure of the external load acting device is injected into the tube A tube 1 'made of a flexible material capable of expanding by hydraulic pressure or air pressure having a hose 3' is inserted into the hollow hole H.
At this time, the hydraulic or air pressure generating pump 2 'is provided with a measuring device capable of measuring the magnitude of the hydraulic pressure or the air pressure injected into the tube 1', so that the size of the hydraulic pressure or the air pressure injected into the tube 1 ' .
Then, the tensile strength of the material specimen S was measured by operating the external load acting device. That is, when the external load acting device is operated, the hydraulic pressure or the air pressure generated in the hydraulic or air pressure generating pump 2 'is injected into the tube 1' through the hose 3 'so that the tube 1' (S) in the radial direction shown by the arrow in Fig.
The tensile stress generated at an arbitrary point of the material specimen S when the material specimen S is broken without further resisting the expansion pressure of the tube 1 'can be expressed by the following equations (1) and As calculated by the co-expansion theory.
here,
: Tensile stress on specimena: Radius of hollow hole
p: Hydraulic or pneumatic pressure generated in the tube
b: Distance from the center of the hollow hole to the outermost part of the specimen
and r is the distance from the center of the hollow hole to the arbitrary point of the specimen.
When r is equal to a in the above equation, the above equation is further simplified as shown in the following equation (2).
The calculated tensile stress is used as the tensile strength of the specimen S to be measured. If the center of the hollow hole H of the material specimen S is located eccentrically in the center of the specimen S, then the tensile strength at this time is calculated by the following equation (3).
From the above Examples 1 and 2, it was confirmed that the tensile strength of various materials can be more conveniently and accurately measured by using the test method for measuring tensile strength by using the hollow hole of the present invention and the tensile strength testing apparatus using the same.
While the present invention has been described with reference to the preferred embodiments, it is to be understood that the present invention is not limited thereto and various changes and modifications may be made without departing from the scope of the invention.
1: Cylindrical body 1 ': tube
1a:
2: Hydraulic or air pressure generating device 2 ': Hydraulic or air pressure generating pump
2a: Hydraulic or pneumatic transmission means 3: Piston rod
3 ':
S: material specimen H: hollow hole
Claims (22)
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Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108195689A (en) * | 2018-04-04 | 2018-06-22 | 山西潞安环保能源开发股份有限公司常村煤矿 | A kind of thick cyclinder roadway surrounding rock destroys and supporting analogue experiment method and device |
CN109708870A (en) * | 2019-02-26 | 2019-05-03 | 山东非金属材料研究所 | A kind of carrier wheel Static stiffness test device |
CN110160871A (en) * | 2019-06-12 | 2019-08-23 | 辽宁科技大学 | A kind of corn stubble fibrous root radial direction tensile strength measuring device |
CN111103191A (en) * | 2019-12-31 | 2020-05-05 | 郑州大学 | Shear loading clamp, and polyurethane material shear test device and method |
CN111678776A (en) * | 2020-04-24 | 2020-09-18 | 江苏禹治流域管理技术研究院有限公司 | Indirect stretching device for testing tensile strength of rock |
WO2021261700A1 (en) * | 2020-06-23 | 2021-12-30 | 주식회사 엘지에너지솔루션 | System and method for fatigue testing of metal foil |
CN113933167A (en) * | 2021-10-13 | 2022-01-14 | 中国矿业大学 | Test device for measuring frozen soil tensile strength by hydraulic fracturing method and use method thereof |
Citations (1)
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JPH1174976A (en) | 1997-08-29 | 1999-03-16 | Nec Corp | Automatic calling controller |
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KR200397829Y1 (en) | 2005-07-26 | 2005-10-07 | (주)리치이엔씨 | shear |
KR101327018B1 (en) | 2013-05-08 | 2013-11-20 | 경북대학교 산학협력단 | Tension test apparatus having tension test device and method for tension test |
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JPH1174976A (en) | 1997-08-29 | 1999-03-16 | Nec Corp | Automatic calling controller |
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
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CN108195689A (en) * | 2018-04-04 | 2018-06-22 | 山西潞安环保能源开发股份有限公司常村煤矿 | A kind of thick cyclinder roadway surrounding rock destroys and supporting analogue experiment method and device |
CN109708870A (en) * | 2019-02-26 | 2019-05-03 | 山东非金属材料研究所 | A kind of carrier wheel Static stiffness test device |
CN109708870B (en) * | 2019-02-26 | 2024-07-30 | 山东非金属材料研究所 | Test device for static rigidity of riding wheel |
CN110160871A (en) * | 2019-06-12 | 2019-08-23 | 辽宁科技大学 | A kind of corn stubble fibrous root radial direction tensile strength measuring device |
CN110160871B (en) * | 2019-06-12 | 2024-04-09 | 辽宁科技大学 | Radial tensile strength measuring device of corn root stubble fibrous root |
CN111103191A (en) * | 2019-12-31 | 2020-05-05 | 郑州大学 | Shear loading clamp, and polyurethane material shear test device and method |
CN111678776A (en) * | 2020-04-24 | 2020-09-18 | 江苏禹治流域管理技术研究院有限公司 | Indirect stretching device for testing tensile strength of rock |
WO2021261700A1 (en) * | 2020-06-23 | 2021-12-30 | 주식회사 엘지에너지솔루션 | System and method for fatigue testing of metal foil |
CN113933167A (en) * | 2021-10-13 | 2022-01-14 | 中国矿业大学 | Test device for measuring frozen soil tensile strength by hydraulic fracturing method and use method thereof |
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