CN1888899A - Low-temperature anticracking performance testing method and its equipment for building materials - Google Patents

Low-temperature anticracking performance testing method and its equipment for building materials Download PDF

Info

Publication number
CN1888899A
CN1888899A CN 200610043164 CN200610043164A CN1888899A CN 1888899 A CN1888899 A CN 1888899A CN 200610043164 CN200610043164 CN 200610043164 CN 200610043164 A CN200610043164 A CN 200610043164A CN 1888899 A CN1888899 A CN 1888899A
Authority
CN
China
Prior art keywords
temperature
test
test specimen
displacement
control
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
CN 200610043164
Other languages
Chinese (zh)
Other versions
CN100573150C (en
Inventor
吴利言
余梁蜀
陈敬文
刘增宏
庞辉
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.)
Xian University of Technology
Original Assignee
Xian University of Technology
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 Xian University of Technology filed Critical Xian University of Technology
Priority to CNB2006100431648A priority Critical patent/CN100573150C/en
Publication of CN1888899A publication Critical patent/CN1888899A/en
Application granted granted Critical
Publication of CN100573150C publication Critical patent/CN100573150C/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

This is one test equipment and method using for testing low temperature resist-crack capability to construction material. It relates to circumstance temperature control box, destruction by freezing testing engine and measure-test control system. During the certain temperature dropping process, the displacement sensor with high precision tests the distance between two fix points on the test piece. At the same time, put the norm displacement value tested on the test piece of the displacement test system in advance and dispose it by computer. Control the tension framework of test piece and take it back to the original length. Repeat this test and retain the 'zero displacement control' state, and eliminate the temperature shrinkage error and elasticity distortion error to the test piece holing system and test system to get the 'destruction by freezing critical temperature' of the test under the pure temperature stress factor. The test equipment collocates three refit parts for 'relaxation',' creep' and test, and also carry 'low temperature tension' and 'coefficient of expansion determine' and can be used to test cement concrete and macromolecule composite material.

Description

A kind of low-temperature anticracking performance testing method of building materials and equipment thereof
Technical field
The invention belongs to the building materials technical field of measurement and test, relate to a kind of low-temperature anticracking performance testing method of building materials, particularly a kind of low-temperature anticracking performance testing method of asphalt material the invention still further relates to the equipment of realizing this method of testing.
Background technology
In building material technical field, the cold cracking of polymer composite, Cement Concrete material, bitumen concrete panel, bituminous pavement is a buildings common damage form.Before the present invention, owing to lack correct method and the relevant device of measuring the material at low temperature Cracking Temperature, generally all adopt mediate inference methods such as low-temperature ductility test, cryogenic tensile test to substitute, these methods are most of freezes disconnected temperature method for non-direct mensuration, the crack resistance at low-temperature of comparative material qualitatively, thereby can not judge correctly that can selected material do not split under lowest temperature condition.Often owing to this blindness has influence on selecting for use of bitumen concrete panel scheme when building Hydraulic and Hydro-Power Engineering, also often because this blindness causes some northern bituminous pavement generation low temperature cracks.The difficult point of freezing disconnected method of testing and relevant device design is, the testing equipment of test specimen temperature-fall period and clamping test pieces, even very big rigidity is arranged, its rigid frame and connector also descend along with temperature inevitably and shrink, and increase with its elastic deformation of increase of temperature stress, the elastic deformation of coupling part particularly, these two distortion are insignificant anything but errors for the disconnected temperature of freezing of the low temperature shrinkage cracking of measuring test specimen.Freeze in the process of disconnected testing equipment in development, had the lesson of many failures.The disconnected testing machine that freezes that adopts the indium steel frame is abroad arranged, because it can't eliminate the especially error that causes of the elastic deformation of connector of elastic deformation, in theory also approximate value just is so its test findings can only be approximate and error range is difficult to estimation.Domestic also have adopt valuable little linear expansion coefficient material to make rigid frame to freeze disconnected test, its effect is not satisfied.
Summary of the invention
At above-mentioned problems of the prior art, the objective of the invention is to, change to adopt the mediate inference methods of estimation such as low-temperature ductility test, tension test can only qualitative open defect that can not be quantitative, provide a kind of and can accurately measure the crack resistance at low-temperature temperature, obtain correct temperature-stress curve and cold cracking temperature accurately, eliminate the method for testing of the crack resistance at low-temperature of the temperature deformation of clamping test pieces framework and elastic deformation, and the special low temperature cracking resistance testing apparatus of this method of enforcement is provided.
In order to reach accurate test architecture material, the cold cracking temperature purpose as polymer composite, Cement Concrete material, especially asphalt material the invention provides a kind of building materials low-temperature anticracking performance testing method, specifically may further comprise the steps:
Step 1: a device with rigid frame is set, and test specimen is placed in wherein, and in the standard length on test specimen high precision measuring system is set; Described high precision measuring system is meant the measuring system that is made of displacement transducer and hold assembly, and its measuring accuracy is at micron order;
Step 2: calibrate the displacement datum curve in temperature-fall period in the measuring system with the benchmark test specimen, as the temperature compensation of process of the test; Described benchmark test specimen is by making less than the material of two order of magnitude linear expansion coefficients of test specimen material; Described temperature compensation is meant that the benchmark test specimen is being caused by temperature under the situation that length variations goes to zero, " reference temperature-displacement curve " that the numerical value that displacement transducer collected forms;
Step 3:, constantly measure the variable of test specimen point-to-point transmission length by described high precision measuring system with demarcation benchmark test specimen equivalent environment and identical temperature-fall period;
Step 4: with the above-mentioned test specimen point-to-point transmission length variable input Control System of Microcomputer that records, send the servo drawing mechanism of instruction control through computing, constantly test specimen is withdrawn into original length, in time eliminate the error that temperature action produces of originally experiencing of displacement transducer and its hold assembly in the pilot system in temperature-fall period, guarantee that test specimen is under real original length permanence condition, temperature stress constantly increases the critical temperature that records when fracture, this critical temperature is the cold cracking temperature, and obtains temperature-stress path curve.
Realize the testing apparatus of the low-temperature anticracking performance testing method of above-mentioned building materials, by the environment temperature control box, freeze disconnected testing machine, measure control system and form; Freezing disconnected testing machine places in the environment temperature control box; The described testing machine that breaks that freezes comprises transmission case, stand on the transmission case rigid frame is arranged, there is the upper grip that can slide on the side rails framework upper end in framework, upper grip and force transducer and top are adjusted screw mandrel and are fused, there is the lower chuck that can slide on the side rails framework lower end in framework, the leading screw of described lower chuck and drawing mechanism fuses; The nut of drawing mechanism screw pair and transmission case afterbody gear are one, the both sides of transmission case upper frame also are provided with the first servo deceleration motor and the second servo deceleration motor, and the first servo deceleration motor and the second servo deceleration motor pass through the gearing mesh in change gear and the transmission case respectively; Measure control system and comprise high-precision displacement transducer and the displacement transducer anchor clamps that are fixed on the test specimen both sides in pairs; The signal of temperature sensor, force transducer, displacement transducer is all imported Control System of Microcomputer, and, also control temperature-fall period and " null displacement control " through the numerical operation output signal of corresponding program by Control System of Microcomputer temperature-controlled cabinet and the servomotor control power supply that controls environment.
Characteristics of the present invention also are:
The reduction gear ratio of the first servo deceleration motor is 800-2000, is used for satisfying the requirement of stretching at a slow speed of freezing disconnected process of the test " null displacement control "; The reduction gear ratio of the second servo deceleration motor is 40-100, is used to adjust initial position.
Displacement transducer and displacement transducer anchor clamps adopt little linear expansion coefficient material quartz or indium steel to make.
The relaxation test parts of repacked into the asphalt material cold performance test that testing apparatus of the present invention is furnished with, creep test parts and corresponding supporting TT﹠C software, shared environment temperature control system and microcomputer control system are finished the test of multiple function.
It is a kind of through calibration freezing disconnected testing machine in the crack resistance at low-temperature testing apparatus of the present invention, the less linear expansion coefficient material of the employing of Shi Yonging framework under given conditions, making compression leg with big linear expansion coefficient material is fixed in the framework, form temperature and shrink the structure that to cancel out each other, at specific material for test, specific sample dimensions, the temperature course of determining compares the calibration test with above-mentioned crack resistance at low-temperature testing apparatus down, on the basis of the analysis of experiments of system, selected structural parameters, make it under these specified conditions, have the equivalent function of " null displacement control ", can adopt less environmental cabinet, measurement system and the unpowered framework simplified are because the low engineering test chamber detecting instrument that can be used as of cost.
Compared with the prior art the present invention has following advantage:
1. testing equipment of the present invention and test method, " null displacement control " technology, got rid of the error that pilot system (framework, connection and measuring system) Yin Wendu shrinks and elastic deformation causes, can directly measure the disconnected temperature of freezing of building materials, for judging pitch face dam crack resistance at low-temperature, provide the research technique of science.And existing technology adopts the cryogenic tensile test, and the way that the low temperature ductility is measured can only compare qualitatively.Adopt the disconnected testing machine that freezes of indium steel rigid frame, the achievement that can only obtain being similar to, and error is difficult to estimation.
2. the equipment that adopts of the present invention, the condition that can adapt to abominable environmental chamber at low temperature, " null displacement control " precision reaches micron order, but control system servomotor stepless speed regulation, its reduction gear ratio reaches more than 7000, adopted " quartzy benchmark " to measure compensation technique, realized microcomputer measuring and controlling, controlled temperature-fall period and " null displacement control " automatically.
3. a tractor serves several purposes of the present invention except that major function " freezing disconnected test ", as long as be equipped with corresponding accessory, also can be finished multifunction tests such as cryogenic tensile, bending, compression, lax, creep, linear expansion coefficient mensuration.
4. the present invention also provides the full offset-type of compound substance that derives to freeze disconnected test framework except supplying research work with freezing the disconnected testing equipment.Can be used as the engineering detecting instrument through calibration.
Description of drawings
Fig. 1: the structural representation of building materials crack resistance at low-temperature testing apparatus of the present invention.
Embodiment
Now in conjunction with the accompanying drawings the embodiment of method of testing of the present invention and equipment is described further.
Referring to Fig. 1: in environment temperature control box 15, square column type test specimen 6 is fixed on the upper grip 4 and lower chuck 8 that freezes two ends in the disconnected testing machine rigid frame 1, one end has adjusts leading screw and the force transducer 2 of eliminating the gap, the drawing mechanism of the other end for being dragged through especially big reduction gear ratio kinematic train by the first servo deceleration motor 10, draw speed is stepless adjustable.Test specimen 6 both sides are fixed with high precision (resolution<0.001mm, a pair of displacement transducer 5 of the linearity<0.002mm and with the sensor anchor clamps 7 of little linear expansion coefficient material.Need to go up " temperature-displacement curve " of measuring temperature-fall period at " benchmark test specimen " before this cover sensing system uses, claim that it is " datum curve " of displacement examining system, " datum curve " is cured as special software and uses for microcomputer." benchmark test specimen " adopts the material of (quartz or indium steel) linear expansion coefficient less than one of percentage measured material.Freeze disconnected testing machine and comprise transmission case 12, rigid frame 1 is fixed on transmission case 12 tops, the upper grip 4 of test specimen 6 is made of one with force transducer 2 and adjustment leading screw, lower chuck 8 all can slide on the guide rail 3 of framework inboard, lower chuck 8 fuses with the screw mandrel 11 of drawing mechanism, on the transmission case 12, and the both sides of framework 1, the first servo deceleration motor 10 and 9, two servo deceleration motors of the second servo deceleration motor are installed to be docked with gear in the transmission case 12 through change gear 14 respectively.Wherein the reduction gear ratio of the first servo deceleration motor 10 is very big, can satisfy the low speed requirement of freezing disconnected test " null displacement control ", may be selected to be 800~2000,9 in the second servo deceleration motor adopts less reduction gear ratio, be used for adjusting initial position, may be selected to be 40~100, gear shift is finished with separating by two engagements that are installed in the change gear 14 on the same rocking bar 13, interlocking between the change gear 14.The signal of temperature sensor 18, force transducer 2, displacement transducer 5 is all imported Control System of Microcomputer 16, and, also control temperature-fall period and " null displacement control " through the numerical operation output signal of corresponding program by Control System of Microcomputer 16 temperature-controlled cabinet 15 and the servomotor control power supply 17 that controls environment.
In order to improve the testing equipment utilization factor, fully excavate the potentiality of environment temperature control box and these expensive device of microcomputer control system, be developed to asphalt material multifunctional low-temperature testing equipment, under the prerequisite of shared aforementioned device, be provided with 3 kinds of field replaceable units of multifunction test project, they are:
1. relaxation test loading mechanism.Adopt the pinion and-rack cylinder,, on test specimen, add a tensile strain fast, keep strain and minute one stress path line by worm drive.The acquisition software of relaxation test special use is set in microcomputer control system, and the control pneumatic system is gathered stress, strain, temperature, time parameter.
2. the lever counterweight loading system of tensile test, be provided with lever automatically control (magnetic switch, or the optoelectronic switch) system that resets, control stretching mechanism makes lever remain on horizontal level, at microcomputer control system the creep test special software is set, gathers stress, strain temperature, time parameter.
The course of work of method of testing of the present invention and testing apparatus is as follows:
1. test specimen is prepared, and measured material is heated to 150 ℃ ± 10 ℃, is shaped to the test block of plate shape with compacting process in die trial, and 40 * 40 * 220 hexahedron test specimen 6 is cut into cutting machine in the cooling back, and test specimen 6 two ends use seccotine and upper grip 4 and lower chuck 8 bonding;
2. actual measurement sample dimensions, density, numbering.Be adhesively fixed in test specimen 6 relative two sides displacement transducer 5 and displacement transducer anchor clamps 6 are adjusted the initial reading of displacement transducer 5;
3. test specimen 6 is packed into and freeze in the environment temperature control box 15 on the rigid frame 1 of disconnected testing machine, regulate the second servo deceleration motor 9, adjust initial stress;
4. shut environment temperature control box 15, start Control System of Microcomputer 16, access and freezing disconnected test measurement and control program and test by the cooling rate of setting and " null displacement control ", the error amount of monitor stress, temperature and null displacement control, be reduced to 0 up to the stress that increases gradually suddenly, test is finished, and prints stress-temperature curve.

Claims (4)

1, a kind of low-temperature anticracking performance testing method of building materials is characterized in that: specifically may further comprise the steps:
Step 1: a device with rigid frame is set, and test specimen is placed in wherein, and in the standard length on test specimen high precision measuring system is set; Described high precision measuring system is meant the measuring system that is made of displacement transducer and hold assembly, and its measuring accuracy is at micron order;
Step 2: calibrate the displacement datum curve in temperature-fall period in the measuring system with the benchmark test specimen, as the temperature compensation of process of the test; Described benchmark test specimen is by making less than the material of two order of magnitude linear expansion coefficients of test specimen material; Described temperature compensation is meant that the benchmark test specimen is being caused by temperature under the situation that length variations goes to zero, " reference temperature-displacement curve " that the numerical value that displacement transducer collected forms;
Step 3:, constantly measure the variable of test specimen point-to-point transmission length by described high precision measuring system with demarcation benchmark test specimen equivalent environment and identical temperature-fall period;
Step 4: with the above-mentioned test specimen point-to-point transmission length variable input Control System of Microcomputer that records, send the servo drawing mechanism of instruction control through computing, constantly test specimen is withdrawn into original length, in time eliminate the error that temperature action produces of originally experiencing of displacement transducer and its hold assembly in the pilot system in temperature-fall period, guarantee that test specimen is under real original length permanence condition, temperature stress constantly increases the critical temperature that records when fracture, this critical temperature is the cold cracking temperature, and obtains temperature-stress path curve.
2, a kind of crack resistance at low-temperature testing equipment of realizing the described method of testing of claim 1 is characterized in that: by the environment temperature control box, freeze disconnected testing machine, measure control system and form; Freezing disconnected testing machine places in the environment temperature control box (15); The described testing machine that breaks that freezes comprises transmission case (12), transmission case (12) is gone up the upright rigid frame (1) that has, framework (1) upper end has and can go up the upper grip (4) that slides by side rails (3) in framework (1), upper grip (4) is adjusted screw mandrel with force transducer (2) and top and is fused, framework (1) lower end has and can go up the lower chuck (8) that slides by side rails (3) in framework (1), and described lower chuck (8) fuses with the leading screw (11) of drawing mechanism; The nut of drawing mechanism screw pair and transmission case (12) afterbody gear is an one, the both sides of transmission case (12) upper frame (1) also are provided with the first servo deceleration motor (10) and the second servo deceleration motor (9), and the first servo deceleration motor (10) and the second servo deceleration motor (9) pass through change gear (14) and the interior gearing mesh of transmission case (12) respectively; Measure control system and comprise high-precision displacement transducer (5) and the displacement transducer anchor clamps (6) that are fixed on test specimen (7) both sides in pairs; The signal of temperature sensor (18), force transducer (2), displacement transducer (5) is all imported Control System of Microcomputer (16), and, also control temperature-fall period and " null displacement control " through the numerical operation output signal of corresponding program by Control System of Microcomputer (16) temperature-controlled cabinet (15) and the servomotor control power supply (17) that controls environment.
3, crack resistance at low-temperature testing equipment according to claim 2 is characterized in that: the reduction gear ratio of the first servo deceleration motor (10) is 800--2000, is used for satisfying the requirement of stretching at a slow speed of freezing disconnected process of the test " null displacement control "; The reduction gear ratio of the second servo deceleration motor (9) is 40--100, is used to adjust initial position.
4, crack resistance at low-temperature testing equipment according to claim 2 is characterized in that: displacement transducer (5) and displacement transducer anchor clamps (6) adopt little linear expansion coefficient material quartz or indium steel to make.
CNB2006100431648A 2006-07-14 2006-07-14 A kind of equipment of crack resistance at low-temperature of test architecture material Expired - Fee Related CN100573150C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNB2006100431648A CN100573150C (en) 2006-07-14 2006-07-14 A kind of equipment of crack resistance at low-temperature of test architecture material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNB2006100431648A CN100573150C (en) 2006-07-14 2006-07-14 A kind of equipment of crack resistance at low-temperature of test architecture material

Publications (2)

Publication Number Publication Date
CN1888899A true CN1888899A (en) 2007-01-03
CN100573150C CN100573150C (en) 2009-12-23

Family

ID=37578187

Family Applications (1)

Application Number Title Priority Date Filing Date
CNB2006100431648A Expired - Fee Related CN100573150C (en) 2006-07-14 2006-07-14 A kind of equipment of crack resistance at low-temperature of test architecture material

Country Status (1)

Country Link
CN (1) CN100573150C (en)

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102108716A (en) * 2011-03-25 2011-06-29 长春工程学院 Instrument for determining freezing-pulling force of pile
CN101393195B (en) * 2008-10-22 2011-12-21 哈尔滨工业大学 Low-temperature breaking test device by freezing for bituminous mixture
CN101430320B (en) * 2008-12-17 2012-06-06 哈尔滨工业大学 Test piece centering device
CN105973717A (en) * 2016-06-17 2016-09-28 哈尔滨工业大学 Comprehensive bituminous-mixture low-temperature-performance detection device
CN106872139A (en) * 2016-12-31 2017-06-20 重庆大学 Position and posture detection method in the COMPONENT BALANCE of ultralow temperature six calibration reseting procedure
CN109406296A (en) * 2017-12-29 2019-03-01 哈尔滨工业大学 A kind of easy device of radial test low temperature performance of asphalt
CN109520873A (en) * 2018-12-21 2019-03-26 南京工程学院 A kind of slow Compression and Expansion device to be slowed down based on chain pitch wheel
CN109724866A (en) * 2019-02-28 2019-05-07 滁州市交通工程试验检测有限公司 A kind of bituminous pavement pitch high temperature resistance detection device and its detection method
CN110082089A (en) * 2019-05-23 2019-08-02 天津钢管制造有限公司 Bunch tube recycles zero-bit measuring system and investigating method under elastoplasticity thermal stress
CN112710818A (en) * 2020-12-23 2021-04-27 中冶路桥建设有限公司 Method and device for evaluating low-temperature performance of asphalt pavement crack repairing material
CN110082089B (en) * 2019-05-23 2024-05-03 天津钢管制造有限公司 Zero displacement measuring device and measuring and controlling method under sleeve string circulation elastoplastic thermal stress

Cited By (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101393195B (en) * 2008-10-22 2011-12-21 哈尔滨工业大学 Low-temperature breaking test device by freezing for bituminous mixture
CN101430320B (en) * 2008-12-17 2012-06-06 哈尔滨工业大学 Test piece centering device
CN102108716B (en) * 2011-03-25 2012-08-22 长春工程学院 Instrument for determining freezing-pulling force of pile
CN102108716A (en) * 2011-03-25 2011-06-29 长春工程学院 Instrument for determining freezing-pulling force of pile
CN105973717A (en) * 2016-06-17 2016-09-28 哈尔滨工业大学 Comprehensive bituminous-mixture low-temperature-performance detection device
CN105973717B (en) * 2016-06-17 2018-10-09 哈尔滨工业大学 A kind of comprehensive low temperature performance of asphalt detection device
CN106872139B (en) * 2016-12-31 2019-04-02 重庆大学 Six COMPONENT BALANCE of ultralow temperature calibrates the position and posture detection method in reseting procedure
CN106872139A (en) * 2016-12-31 2017-06-20 重庆大学 Position and posture detection method in the COMPONENT BALANCE of ultralow temperature six calibration reseting procedure
CN109406296B (en) * 2017-12-29 2020-12-11 哈尔滨工业大学 Simple device for radially testing low-temperature performance of asphalt mixture
CN109406296A (en) * 2017-12-29 2019-03-01 哈尔滨工业大学 A kind of easy device of radial test low temperature performance of asphalt
CN109520873A (en) * 2018-12-21 2019-03-26 南京工程学院 A kind of slow Compression and Expansion device to be slowed down based on chain pitch wheel
CN109520873B (en) * 2018-12-21 2024-01-26 南京工程学院 Slow stretching compression device based on chain gear reduction
CN109724866A (en) * 2019-02-28 2019-05-07 滁州市交通工程试验检测有限公司 A kind of bituminous pavement pitch high temperature resistance detection device and its detection method
CN110082089A (en) * 2019-05-23 2019-08-02 天津钢管制造有限公司 Bunch tube recycles zero-bit measuring system and investigating method under elastoplasticity thermal stress
CN110082089B (en) * 2019-05-23 2024-05-03 天津钢管制造有限公司 Zero displacement measuring device and measuring and controlling method under sleeve string circulation elastoplastic thermal stress
CN112710818A (en) * 2020-12-23 2021-04-27 中冶路桥建设有限公司 Method and device for evaluating low-temperature performance of asphalt pavement crack repairing material

Also Published As

Publication number Publication date
CN100573150C (en) 2009-12-23

Similar Documents

Publication Publication Date Title
CN100573150C (en) A kind of equipment of crack resistance at low-temperature of test architecture material
CN103335898B (en) In-situ testing device for micro-mechanical properties of materials under tension-shear combined loading mode
CN106680079B (en) Piezoelectric stack direct-driven macro-micro combined biaxial stretching-fatigue testing system
CN2783316Y (en) Mechanics performance tester for coating layer
CN103308404B (en) In-situ nano-indentation tester based on adjustable stretching-bending preload
CN102230865B (en) Trans-scale micro-nano scale in situ tension compression mechanical property test platform
CN109946178B (en) Equipment and method for evaluating fatigue damage self-repairing capability of asphalt mixture
CN103487315A (en) Testing device for mechanical property of material
CN1892214A (en) Intelligent system and method for automated packing of chromatography columns
CN107907410B (en) Method for testing cracking resistance of concrete
CN105181500B (en) Stretching-bending combined load in-situ nano impression test device and method
CN1632510A (en) Direct shear test machine for rock
CN111272582A (en) System and method for testing structure one-way compression shear static force
CN110987664B (en) Ground-pushing type shear strength testing device and testing method thereof
CN105300796B (en) A kind of sheet metal Instability wrinkling test and evaluation device of adjustable Normal Constraint
CN205015236U (en) Compound load normal position nanometer indentation testing arrangement of drawing - bending
CN203337492U (en) In-situ nanoindentation tester based on adjustable stretching-bending pre-load
CN1793829A (en) Low temperature cracking test instrument of asphalt mixture
CN202693415U (en) Mechanics testing device for biaxial stretching/compressing-mode scanning electron microscope
CN202119681U (en) Bending creep testing machine for GRP (Glass Reinforced Plastics)
CN114993858A (en) Device and method for testing impact shear resistance of concrete-rock interface for Hopkinson pressure bar
CN107966377B (en) Bionic piezoelectric driving in-situ nano indentation/scribing testing device
CN202177544U (en) Test control system for bending fatigue test of viscous-elastic material
CN219471036U (en) Force measuring device for pile foundation pile cap structure hydrodynamic load model test
CN101498650B (en) Five-ganged rock uniaxle rheometer

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20091223

Termination date: 20120714