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Test method for measuring concrete uniaxial tension damage evolution equation based on sound emission technology

A kind of acoustic emission technology and damage evolution technology, which is applied in the direction of material analysis, instrument, and material analysis using acoustic emission technology, which can solve the problems of difficult to obtain the softened section of concrete, lack of measurement of concrete uniaxial, etc.

Active Publication Date: 2019-09-10
NANJING UNIV OF TECH
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Problems solved by technology

The uniaxial tensile stress-strain relationship of concrete is generally determined by uniaxial tensile test, but concrete has significant brittleness, which makes it difficult to obtain the softening section in the stress-strain relationship of concrete by uniaxial tensile test
At the same time, there is still a lack of methods to measure the damage evolution of concrete under uniaxial tension through experiments.

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  • Test method for measuring concrete uniaxial tension damage evolution equation based on sound emission technology
  • Test method for measuring concrete uniaxial tension damage evolution equation based on sound emission technology
  • Test method for measuring concrete uniaxial tension damage evolution equation based on sound emission technology

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Embodiment Construction

[0042] The present invention will be further described in detail below in conjunction with the accompanying drawings and specific embodiments.

[0043] An experimental method for measuring the uniaxial tensile damage evolution equation of concrete based on acoustic emission technology, the steps are as follows:

[0044] Step 1: Preparing concrete beams with initial notches according to the "Rules for Fracture Tests of Hydraulic Concrete" (DL / T 5332-2005) and "Standards for Test Methods of Mechanical Properties of Ordinary Concrete" (GB / T 50081-2002). Concrete strength adopts three types of C30, C40 and C50, the size of the test piece is 400×100×100mm (L×B×D), the span of the test piece S=300mm, the notch depth a 0 =30mm, notch width b c =3mm The number of test pieces for each strength is 4, a total of 12 test pieces.

[0045] Step 2: The vertical load and vertical displacement of the specimen are automatically collected by the force sensor and displacement sensor of the MTS el...

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Abstract

The invention discloses a test method for measuring concrete uniaxial tension damage evolution equation based on sound emission technology. The sound emission technology is used for monitoring the change of the released strain energy in the process of completely forming a fracture process zone from the occurring of the concrete microscopic crack, thereby reflecting the material damage evolution process corresponding to a concrete tension stress-strain full curve; and a function expression of the uniaxial tension damage evolution process is obtained by fitting experimental data. The model can reliably predict an intensification section, a softening section in the stress-strain curve in the concrete uniaxial tension and the rigidity degradation under loading / unloading effect. The method disclosed by the invention has important application value for developing the concrete constitutive theory and the test research thereof.

Description

technical field [0001] The invention relates to a mechanical parameter—a test and measurement method for the uniaxial tensile damage evolution equation of concrete, in particular to a test method for measuring the concrete uniaxial tensile damage evolution equation based on acoustic emission technology. Background technique [0002] Concrete damage constitutive relation is the basic theory of concrete structure analysis and engineering design, which plays a key role in accurately simulating the nonlinear mechanical behavior of concrete structure. The uniaxial tensile stress-strain relationship of concrete is generally determined by uniaxial tensile tests, but concrete is significantly brittle, which makes it difficult to obtain the softening section in the stress-strain relationship of concrete by uniaxial tensile tests. At the same time, there is still a lack of methods to measure the damage evolution of concrete under uniaxial tension through experiments. [0003] Since t...

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01N29/14
CPCG01N29/14G01N2291/0232
Inventor 岳健广
Owner NANJING UNIV OF TECH