CN107063892A - A kind of method that utilization Hopkinson pressure bar calculates concrete dynamic shear strength - Google Patents

A kind of method that utilization Hopkinson pressure bar calculates concrete dynamic shear strength Download PDF

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CN107063892A
CN107063892A CN201710235869.8A CN201710235869A CN107063892A CN 107063892 A CN107063892 A CN 107063892A CN 201710235869 A CN201710235869 A CN 201710235869A CN 107063892 A CN107063892 A CN 107063892A
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hopkinson
specimen
concrete
compression bar
shear strength
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陈猛
任大为
黄强
邹杰新
孙烨
张雪纯
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Northeastern University China
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    • 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
    • G01N3/24Investigating strength properties of solid materials by application of mechanical stress by applying steady shearing forces
    • 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
    • G01N2203/0014Type of force applied
    • G01N2203/0023Bending
    • 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
    • G01N2203/0069Fatigue, creep, strain-stress relations or elastic constants
    • G01N2203/0075Strain-stress relations or elastic constants
    • 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
    • G01N2203/026Specifications of the specimen
    • G01N2203/0262Shape of the specimen
    • G01N2203/0266Cylindrical specimens

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  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Analytical Chemistry (AREA)
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  • General Physics & Mathematics (AREA)
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  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)

Abstract

本发明公开一种利用霍普金森压杆计算混凝土动态抗剪强度的方法,将圆柱体混凝土试件安装在霍普金森压杆上,对圆柱体混凝土试件的轴向两端进行动态加压,从而对试件进行剪切力加载,利用装置所测得εi(t),εr(t),εt(t),霍普金森压杆弹性模量E,霍普金森压杆横截面积A0,圆柱体试件半径R,圆柱体试件受剪长度H,计算得到材料的动态抗剪强度τ;本发明的优点:利用本发明所使用的方法,可以使用霍普金森压杆测定混凝土的动态抗剪强度,拓展了霍普金森压杆的使用范围,同时可以对混凝土的动态抗剪性能更加深入的研究,解决了混凝土在短时高强荷载作用下的动态抗剪强度难以测量计算的问题。

The invention discloses a method for calculating the dynamic shear strength of concrete by using a Hopkinson compression bar. A cylindrical concrete specimen is installed on the Hopkinson compression bar, and the axial ends of the cylindrical concrete specimen are dynamically pressurized. , so as to load the specimen with shear force, ε i (t), ε r (t), ε t (t) measured by the device, Hopkinson compression bar elastic modulus E, Hopkinson compression bar transverse The cross-sectional area A 0 , the radius R of the cylinder specimen, and the shear length H of the cylinder specimen are calculated to obtain the dynamic shear strength τ of the material; the advantage of the present invention is that by using the method used in the present invention, the Hopkinson pressure can be used The dynamic shear strength of concrete is measured by the rod, which expands the application range of the Hopkinson compression rod. At the same time, the dynamic shear performance of concrete can be studied more deeply, and the dynamic shear strength of concrete under short-term high-strength loads is difficult. Problems with measurement calculations.

Description

一种利用霍普金森压杆计算混凝土动态抗剪强度的方法A Method for Calculating Dynamic Shear Strength of Concrete Using Hopkinson Compression Bar

技术领域technical field

本发明涉及一种利用圆柱体混凝土试件测试混凝土动态抗剪切强度的方法,属于材料性能测试技术领域The invention relates to a method for testing the dynamic shear strength of concrete by using a cylindrical concrete specimen, belonging to the technical field of material performance testing

背景技术Background technique

混凝土的动态抗剪性能是混凝土的一种重要性能,目前混凝土的抗剪性能测试局限于静态剪切,难以测量混凝土在短时高强荷载作用下的抗剪切强度,而动态试验局限于动态压缩和动态劈裂试验,需要一种试验方式对混凝土的动态抗剪强度进行测试和计算。The dynamic shear performance of concrete is an important performance of concrete. At present, the shear performance test of concrete is limited to static shear, and it is difficult to measure the shear strength of concrete under short-term high-intensity loads, while dynamic tests are limited to dynamic compression. And dynamic splitting test, a test method is needed to test and calculate the dynamic shear strength of concrete.

发明内容Contents of the invention

本发明主要解决的技术问题是,提出利用圆柱体混凝土试件和霍普金森压杆进行混凝土动态抗剪强度的测定计算的方法。The technical problem mainly solved by the invention is to propose a method for measuring and calculating the dynamic shear strength of concrete by using a cylindrical concrete test piece and a Hopkinson compression bar.

本发明利用霍普金森压杆可对试件施加冲击荷载的特点,为混凝土动态抗剪强度的测量计算提供了一种可行的方案。The invention utilizes the feature that the Hopkinson compression bar can apply impact load to the test piece, and provides a feasible solution for the measurement and calculation of the concrete dynamic shear strength.

本发明的技术解决方案如下:一种利用霍普金森压杆计算混凝土动态抗剪强度的方法,,将圆柱体混凝土试件安装在霍普金森压杆上,对圆柱体混凝土试件的轴向两端进行动态加压,从而对试件进行剪切力加载,利用装置所测得εi(t),εr(t),εt(t),霍普金森压杆弹性模量E,霍普金森压杆横截面积A0,圆柱体试件半径R,圆柱体试件受剪长度H,按照下式计算得到材料的动态抗剪强度τ;The technical solution of the present invention is as follows: a method for calculating the dynamic shear strength of concrete using a Hopkinson compression bar, wherein the cylindrical concrete specimen is installed on the Hopkinson compression bar, and the axial direction of the cylindrical concrete specimen is Both ends are dynamically pressurized, so that the specimen is loaded with shear force, and the measured ε i (t), ε r (t), ε t (t), Hopkinson compression bar elastic modulus E, The cross-sectional area A 0 of the Hopkinson compression bar, the radius R of the cylindrical specimen, and the shear length H of the cylindrical specimen can be calculated according to the following formula to obtain the dynamic shear strength τ of the material;

公式中,εi(t)为入射应变脉冲,εr(t)为反射应变脉冲,εt(t)为透射应变脉冲,E为霍普金森压杆弹性模量,A0为霍普金森压杆横截面积,R为圆柱体试件半径,H为圆柱体试件受剪长度,In the formula, ε i (t) is the incident strain pulse, ε r (t) is the reflected strain pulse, ε t (t) is the transmitted strain pulse, E is the elastic modulus of the Hopkinson bar, and A 0 is the Hopkinson The cross-sectional area of the compression bar, R is the radius of the cylinder specimen, H is the shear length of the cylinder specimen,

动态抗剪强度τ的单位为MPa,A0的单位为mm2,R和H单位为mm。The unit of dynamic shear strength τ is MPa, the unit of A 0 is mm 2 , and the unit of R and H is mm.

所使用混凝土试件为圆柱体试件,利用霍普金森压杆对其施加剪切力。The concrete specimens used are cylindrical specimens, and the shear force is applied to them by Hopkinson compression bars.

本发明的优点:利用本发明所使用的方法,可以使用霍普金森压杆测定混凝土的动态抗剪强度,拓展了霍普金森压杆的使用范围,同时可以对混凝土的动态抗剪性能更加深入的研究,解决了混凝土在短时高强荷载作用下抗剪切强度难以测量计算的问题。Advantages of the present invention: Utilizing the method used in the present invention, the dynamic shear strength of concrete can be measured using the Hopkinson compression bar, which expands the application range of the Hopkinson compression bar, and can further deepen the dynamic shear resistance of concrete at the same time The study solved the problem that the shear strength of concrete under short-term high-strength loads is difficult to measure and calculate.

当前对混凝土的抗剪强度的测定大多在静态抗剪试验中,试件的主要形式是立方体,利用双面剪切方法进行测试,无法对试件进行动态剪切加载以及短时高强度剪切力加载,难以研究在突发高强剪切荷载情况下混凝土的抗剪性能和破坏机制。At present, the shear strength of concrete is mostly measured in the static shear test. The main form of the specimen is a cube. The double-sided shear method is used for testing, and it is impossible to perform dynamic shear loading and short-term high-strength shear on the specimen. It is difficult to study the shear performance and failure mechanism of concrete under sudden high-strength shear loads.

霍普金森压杆可以对试件进行动态加载和短时高强荷载加载,但主要应用于压缩和劈裂试验中,本发明将霍普金森压杆的适用范围拓展至剪切试验中,试件形式与霍普金森压杆标准试件形式相似,不会产成额外影响,目前霍普金森压杆使用普遍,试验原理成熟,可以保证试验的精确度。The Hopkinson compression bar can perform dynamic loading and short-term high-strength load loading on the specimen, but it is mainly used in compression and splitting tests. The present invention expands the scope of application of the Hopkinson compression bar to shear tests. The form is similar to that of the Hopkinson compression bar standard specimen, and will not cause additional effects. At present, the Hopkinson compression bar is widely used, and the test principle is mature, which can ensure the accuracy of the test.

附图说明Description of drawings

图1为圆柱体试件立体图示意图。Figure 1 is a schematic diagram of a perspective view of a cylindrical specimen.

具体实施方式detailed description

下面将结合附图和具体实施过程对本发明做进一步说明,对发明中的测量和计算进行叙述。The present invention will be further described below in conjunction with the drawings and specific implementation process, and the measurement and calculation in the invention will be described.

实施例1:Example 1:

实施例1.在SHPB(Split Hopkinson Pressure Bar,霍普金森压力杆,简称SHPB)装置上进行动态抗剪试验时,选取直径为100mm,高度为50mm的混凝土圆柱体试件,将其放置于SHPB装置的入射杆和透射杆中间并使之紧密接触,之后在入射杆的另一端施加冲击荷载,记录下冲击荷载试验过程中的入射应变脉冲、反射应变脉冲、透射应变脉冲,按照下式计算即可得到混凝土的动态抗剪强度:Embodiment 1. When carrying out dynamic shear resistance test on SHPB (Split Hopkinson Pressure Bar, Hopkinson pressure bar, be called for short SHPB) device, choose diameter and be 100mm, the concrete cylinder specimen that height is 50mm, it is placed in SHPB The incident rod and the transmission rod of the device are in close contact, and then an impact load is applied to the other end of the incident rod, and the incident strain pulse, reflected strain pulse, and transmitted strain pulse during the impact load test are recorded, and calculated according to the following formula: The dynamic shear strength of concrete can be obtained as:

式中:τ为抗剪强度(MPa),E为霍普金森压杆的弹性模量(MPa)为霍普金森压杆的标定量,A0为霍普金森压杆的圆形横截面积(mm2)可由测量计算可得,εi(t)为入射应变脉冲,εr(t)为反射应变脉冲,εt(t)为透射应变脉冲,三者可以通过霍普金森压杆试验测得R为试件的半径(mm),H为试件的受剪长度(mm)。In the formula: τ is the shear strength (MPa), E is the elastic modulus (MPa) of the Hopkinson bar, and is the calibration value of the Hopkinson bar, and A0 is the circular cross-sectional area of the Hopkinson bar (mm 2 ) can be calculated by measurement, ε i (t) is the incident strain pulse, ε r (t) is the reflected strain pulse, ε t (t) is the transmitted strain pulse, and the three can pass the Hopkinson compression bar test The measured R is the radius (mm) of the specimen, and H is the shear length (mm) of the specimen.

Claims (1)

1.一种利用霍普金森压杆计算混凝土动态抗剪强度的方法,其特征在于,1. A method utilizing the Hopkinson compression bar to calculate the dynamic shear strength of concrete, characterized in that, 将圆柱体混凝土试件安装在霍普金森压杆上,对圆柱体混凝土试件的轴向两端进行动态加压,从而对试件进行剪切力加载,利用装置所测得εi(t),εr(t),εt(t),霍普金森压杆弹性模量E,霍普金森压杆横截面积A0,圆柱体试件半径R,圆柱体试件受剪长度H,按照下式计算得到材料的动态抗剪强度τ;Install the cylindrical concrete specimen on the Hopkinson compression bar, and dynamically pressurize the axial ends of the cylindrical concrete specimen, so as to load the specimen with shear force. The ε i (t ), ε r (t), ε t (t), elastic modulus E of the Hopkinson compression bar, cross-sectional area of the Hopkinson compression bar A 0 , radius R of the cylinder specimen, and shear length H of the cylinder specimen , according to the following formula to calculate the dynamic shear strength τ of the material; 公式中,εi(t)为入射应变脉冲,εr(t)为反射应变脉冲,εt(t)为透射应变脉冲,E为霍普金森压杆弹性模量,A0为霍普金森压杆横截面积,R为圆柱体试件半径,H为圆柱体试件受剪长度,In the formula, ε i (t) is the incident strain pulse, ε r (t) is the reflected strain pulse, ε t (t) is the transmitted strain pulse, E is the elastic modulus of the Hopkinson bar, and A 0 is the Hopkinson The cross-sectional area of the compression bar, R is the radius of the cylinder specimen, H is the shear length of the cylinder specimen, 动态抗剪强度τ的单位为MPa,A0的单位为mm2,R和H单位为mm。The unit of dynamic shear strength τ is MPa, the unit of A 0 is mm 2 , and the unit of R and H is mm.
CN201710235869.8A 2017-04-12 2017-04-12 A kind of method that utilization Hopkinson pressure bar calculates concrete dynamic shear strength Pending CN107063892A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114112733A (en) * 2021-11-29 2022-03-01 中交文山高速公路建设发展有限公司 Dynamic test method for high-speed shear strength of asphalt concrete

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09189694A (en) * 1996-01-10 1997-07-22 Inada Masato Method for testing strength of concrete
CN101806689A (en) * 2010-04-23 2010-08-18 中南大学 Method for measuring dynamic shear strength of brittle material by using concentric cylindrical sample
CN101819115A (en) * 2010-04-27 2010-09-01 中南大学 Method for testing shear strength of brittle material by utilizing concentric cylindrical test sample
CN103439197A (en) * 2013-08-29 2013-12-11 南京理工大学 Shearing test piece for researching type II fracture of viscoelastic material under condition of high strain rate
CN203643279U (en) * 2013-12-09 2014-06-11 北京有色金属研究总院 Device for measuring dynamic shearing property of material
CN104677752A (en) * 2015-03-12 2015-06-03 北京理工大学 Testing device for static/dynamic metal shearing behavior
CN105424470A (en) * 2015-11-18 2016-03-23 太原理工大学 Clamping device and experiment method for split Hopkinson torsion bar test piece

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09189694A (en) * 1996-01-10 1997-07-22 Inada Masato Method for testing strength of concrete
CN101806689A (en) * 2010-04-23 2010-08-18 中南大学 Method for measuring dynamic shear strength of brittle material by using concentric cylindrical sample
CN101819115A (en) * 2010-04-27 2010-09-01 中南大学 Method for testing shear strength of brittle material by utilizing concentric cylindrical test sample
CN103439197A (en) * 2013-08-29 2013-12-11 南京理工大学 Shearing test piece for researching type II fracture of viscoelastic material under condition of high strain rate
CN203643279U (en) * 2013-12-09 2014-06-11 北京有色金属研究总院 Device for measuring dynamic shearing property of material
CN104677752A (en) * 2015-03-12 2015-06-03 北京理工大学 Testing device for static/dynamic metal shearing behavior
CN105424470A (en) * 2015-11-18 2016-03-23 太原理工大学 Clamping device and experiment method for split Hopkinson torsion bar test piece

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114112733A (en) * 2021-11-29 2022-03-01 中交文山高速公路建设发展有限公司 Dynamic test method for high-speed shear strength of asphalt concrete
CN114112733B (en) * 2021-11-29 2023-09-15 中交文山高速公路建设发展有限公司 Dynamic test method for high-speed shear strength of asphalt concrete

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