CN201477012U - Clamping apparatus for variable-angle shear test - Google Patents
Clamping apparatus for variable-angle shear test Download PDFInfo
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- CN201477012U CN201477012U CN2009203080642U CN200920308064U CN201477012U CN 201477012 U CN201477012 U CN 201477012U CN 2009203080642 U CN2009203080642 U CN 2009203080642U CN 200920308064 U CN200920308064 U CN 200920308064U CN 201477012 U CN201477012 U CN 201477012U
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Abstract
The utility model relates to clamping apparatus for a variable-angle shear test, which comprises a left loading disc, a right loading disc and a shear test sample. A groove is formed at the middle part of both the left and the right loading discs and is provided with two stoppers and two test samples, the stoppers and the test samples are all provided with stop plates, and shaft heads are symmetrically arranged on the two sides of both the left and the right loading discs and are connected with a stretcher. The clamping apparatus can be used in a high-precision pure shear test and a variable-angle shear test, and can simplify the test operation procedures. The hollow cavity of the stopper for holding the shear test sample is in close fit to the test sample, so that the test sample is in a plane stress state and the pure shear to the test sample is realized. The clamping apparatus can change the loading direction by arranging the shaft heads on different threaded holes. The entire apparatus is easy to realize volume test of the material properties.
Description
Technical field
The utility model relates to a kind of varied angle shear test anchor clamps, can carry out the mechanical test relevant with the material cutting performance easily.
Background technology
At present, general shearing test method is the thin wall cylinder torsional technique, and the hypothesis that this method is in plane stress state with test specimen can produce uniform pure shear stress state as theoretical foundation, but test unit, operation etc. are all very complicated, and strict to the selection of test material.Domestic research to the material cutting performance mainly is to adopt double V-shaped fluting shear test (HB7237-1995), this method is simple to operate, be applicable to most of materials, but to flexible material deformation perpendicular to the stress plane direction can appear, this will inevitably influence its measuring accuracy, and the loading angle of shear test is immutable.
The utility model content
For moulding, processing and the test unit that solves shear test measuring accuracy and test specimen, the contradiction between the Operating Complexity, the utility model provides a kind of varied angle shear test anchor clamps, it can not only carry out the pure shear test of degree of precision, and can operate by short form test, can also carry out the shear test of varied angle.
The technical scheme that its technical matters that solves the utility model adopts is: a kind of varied angle shear test anchor clamps, two loading discs and shear test test specimen about comprising, loading disc middle part, the left and right sides is provided with groove, be respectively equipped with two limited blocks and test test specimen on the groove, limited block and test test specimen are provided with baffle plate, left and right sides loading disc symmetria bilateralis is provided with spindle nose, and spindle nose is connected with drawing machine.
Described left and right sides loading disc is semicircle, respectively is arranged with 4~12 in its circumferential 0 °~90 ° degree and loads threaded hole, and left and right sides loading disc connects spindle nose by loading threaded hole.
Be provided with and test the close-fitting cavity of test specimen between described two limited blocks.
The utility model can not only carry out the pure shear test of degree of precision, and can operate by short form test, can also carry out the shear test of varied angle.Cavity and test specimen that the utility model limited block is placed the shear test test specimen closely cooperate, so test specimen is in plane stress state, can realize the pure shear to test specimen.The utility model changes loading direction by spindle nose is installed on the different threaded holes.Whole device is easy to realize the batch testing of material property.
Description of drawings
Fig. 1 is the utility model embodiment 1 structural representation.
Fig. 2 is the A-A cut-open view of Fig. 1.
Fig. 3 is the utility model embodiment 2 structural representations.
Embodiment
Below in conjunction with drawings and Examples the utility model is further specified.
Shown in Fig. 1~3, a kind of varied angle shear test anchor clamps, two loading discs 1,2 and shear test test specimen 7 about comprising, left and right sides loading disc 1,2 is semicircle, loading disc 1,2 middle parts in the left and right sides are provided with square groove 9, place two limited blocks 4 and shear test test specimen 7 on the groove 9 respectively, and the design of shear test block 7 is in the theoretical foundation that is assumed to be of plane stress state with test specimen, determine its physical dimension by computational analysis, make it in process of the test, can produce uniform pure shear stress.Be provided with and test test specimen 7 close-fitting cavitys 10 between two limited blocks 4, cavity 10 is divided into left and right sides two halves, places test test specimen 7 in the cavity 10.The cavity 10 of the placement shear test block of design one fixed volume region between two limited blocks 4, the physical dimension of this cavity 10 and shear test block 7 are measure-alike.Simultaneously, to test test specimen 7 and place cavity, limited block 4 and test test specimen 7 are provided with baffle plate 3, by fastening bolt and fastening screw pit 6 baffle plate 3, limited block 4 and test specimen 7 are fixed on the left and right sides loading disc 1,2, therefore limit the deformation that is parallel and perpendicular to the stress plane direction of test specimen 7, reduced experimental error.Left and right sides loading disc 1,2 is a datum line with the center line, circumferentially each is even or inhomogeneously be provided with 4~12 and load threaded holes 5 from 0 °~90 ° along it, loading threaded hole 5 and bolt and the spindle nose 8 of loading disc 1,2 both sides in the left and right sides by symmetry is connected and fixed, and realizes the change of shearing inclination.Spindle nose 8 is connected with drawing machine, and loading disc 1,2 both sides in the left and right sides connect drawing machine by spindle nose 8.
Embodiment 1:
As shown in Figure 1, loading direction is the center line of left and right sides loading disc 1,2, and promptly loading angle is 0 degree.Test test specimen 7 is positioned in the cavity 10 of limited block 4, and baffle plate 3, limited block 4 and test specimen 7 is fixed on the left and right sides loading disc 1,2 by fastening bolt and fastening screw pit 6.With bolt spindle nose 8 is connected with left and right sides loading disc 1,2 by loading threaded hole 5, be that pure shear test to what test that test specimen 7 carries out this moment.
Embodiment 2:
Shown in Figure 3, loading that spindle nose 8 can be connected with left and right sides loading disc 1,2 center lines is to change with the need on any loading threaded hole 5 between 0 ° to 90 ° of datum line.Other implementation processes are identical with embodiment 1, and can carry out the varied angle shear test this moment to test test specimen 7.
Claims (3)
1. varied angle shear test anchor clamps, two loading discs (1,2) and shear test test specimen (7) about comprising, it is characterized in that: left and right sides loading disc is provided with groove (9) between (1,2), be respectively equipped with two limited blocks (4) and test test specimen (7) on the groove (9), limited block (4) and test test specimen (7) are provided with baffle plate (3), left and right sides loading disc (1,2) symmetria bilateralis is provided with spindle nose (8), and spindle nose (8) is connected with drawing machine.
2. varied angle shear test anchor clamps as claimed in claim 1, it is characterized in that: described left and right sides loading disc (1,2) is for semicircle, respectively be arranged with 4~12 in its circumferential 0 °~90 ° degree and load threaded hole (5), left and right sides loading disc (1,2) connects spindle nose (8) by loading threaded hole (5).
3. varied angle shear test anchor clamps as claimed in claim 1 is characterized in that: be provided with and test the close-fitting cavity of test specimen (7) (10) between described two limited blocks (4).
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CN2009203080642U CN201477012U (en) | 2009-08-14 | 2009-08-14 | Clamping apparatus for variable-angle shear test |
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CN2009203080642U CN201477012U (en) | 2009-08-14 | 2009-08-14 | Clamping apparatus for variable-angle shear test |
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Cited By (30)
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CN101915699A (en) * | 2010-06-22 | 2010-12-15 | 中国矿业大学 | Movable type loading device in any direction |
CN102323146A (en) * | 2011-05-29 | 2012-01-18 | 北泰汽车底盘系统(安徽)有限公司 | Shear testing machine for brake shoe |
CN102564850A (en) * | 2011-12-31 | 2012-07-11 | 广东步步高电子工业有限公司 | Mechanical property multidirectional testing fixture of double faced adhesive tape |
CN102901667A (en) * | 2011-07-28 | 2013-01-30 | 复旦大学 | Heterophase interface tensile test fixture and test method |
CN103674696A (en) * | 2013-12-26 | 2014-03-26 | 哈尔滨工业大学 | Multi-angle large-deformation shear test fixture of structure stress absorption layer of pavement |
CN104181104A (en) * | 2014-08-25 | 2014-12-03 | 哈尔滨工业大学 | Test device and method for measuring binding force between ice and asphalt pavement in multiple angles |
CN104764661A (en) * | 2015-04-02 | 2015-07-08 | 上海交通大学 | Test device and test method for measuring mechanical properties of lap joint samples |
CN105021452A (en) * | 2015-07-30 | 2015-11-04 | 西南交通大学 | Multi-axis fatigue testing clamp of high-cycle fatigue testing machine |
CN105181483A (en) * | 2015-10-15 | 2015-12-23 | 安徽省建筑科学研究设计院 | Compression-shear testing apparatus for rock in dry-wet cyclic process |
CN105466762A (en) * | 2015-12-17 | 2016-04-06 | 中国电力科学研究院 | Aluminum sheet substrate for coating shearing strength test and test sample thereof |
CN105527172A (en) * | 2016-01-01 | 2016-04-27 | 三峡大学 | Apparatus and method for measuring geotechnical cylindrical sample shear strength index |
CN105628496A (en) * | 2016-03-22 | 2016-06-01 | 北京航空航天大学 | Multifunctional shearing test fixture used for composite material parameter identification |
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CN106525569A (en) * | 2016-12-27 | 2017-03-22 | 清华大学苏州汽车研究院(相城) | Shear test specimen of high-strength metal material |
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2009
- 2009-08-14 CN CN2009203080642U patent/CN201477012U/en not_active Expired - Fee Related
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CN101915699B (en) * | 2010-06-22 | 2012-02-01 | 中国矿业大学 | Movable type loading device in any direction |
CN102323146A (en) * | 2011-05-29 | 2012-01-18 | 北泰汽车底盘系统(安徽)有限公司 | Shear testing machine for brake shoe |
CN102323146B (en) * | 2011-05-29 | 2013-06-12 | 北泰汽车底盘系统(安徽)有限公司 | Shear testing machine for brake shoe |
CN102901667A (en) * | 2011-07-28 | 2013-01-30 | 复旦大学 | Heterophase interface tensile test fixture and test method |
CN102901667B (en) * | 2011-07-28 | 2016-01-13 | 复旦大学 | A kind of biphase interface tension test fixture and method of testing |
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C14 | Grant of patent or utility model | ||
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Granted publication date: 20100519 Termination date: 20110814 |