Concrete stress-strain full-curve test apparatus and working method

A testing device, full curve technology, applied in the direction of measuring device, applying stable tension/pressure to test material strength, instruments, etc., can solve the problem of not being able to obtain high-performance concrete deformation, high-performance concrete failure strength, and not being able to obtain ideal experiments Effect and other issues, to achieve the effect of simple structure, firm device, not easy to deform

Inactive Publication Date: 2019-06-11
CHANGAN UNIV
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Problems solved by technology

[0003] For the test of failure strain, if the method of attaching strain gauges is used, the deformation of the whole process of failure of high-performance concrete cannot be obtained due to the limitation of the strain gauge range.
At present, there is also a method of adding rigid components to obtain the descending section of the stress-strain curve, but this method requires repeated cente

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  • Concrete stress-strain full-curve test apparatus and working method
  • Concrete stress-strain full-curve test apparatus and working method
  • Concrete stress-strain full-curve test apparatus and working method

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[0059] Examples:

[0060] The raw materials of this example: high-strength crushed stone ceramsite concrete is used for pouring, of which 900 grade crushed shale ceramsite is used for light aggregate, Conch brand PO42.5 cement is used for cement, and Weihe medium sand is used for fine aggregate with auxiliary gelling The materials are silicon fume and grade I fly ash, the admixture is BKS-199 superplasticizer, and the participating fibers are steel fiber (SF) and carbon fiber (CF).

[0061] The test specimens use concrete strength grade, fiber type, and fiber content as varying parameters. There are two strength grades LC50 and LC60. The fiber volume ratio of carbon fiber high-strength lightweight aggregate concrete is 0.6% and 0.9%, and steel fiber high-strength lightweight aggregate concrete The fiber volume ratio of concrete is 0.6% and 0.9%. The mix ratio of high-strength lightweight aggregate concrete and fiber concrete is shown in Table 1.

[0062] Table 1 Mix ratio design of...

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Abstract

The invention discloses a concrete stress-strain full-curve test apparatus and working method. A square sleeve is used as a test piece clamp to be clamped between two ends of a test piece. On one hand, a displacement sensor can be more firmly fixed on the test piece, and when the test piece is instantaneously damaged, the movement of the displacement sensor can be effectively prevented from influencing a test result; and on the other hand, the square sleeve is made of a high-strength steel material, and under the condition of transverse deformation of the test piece, the test data can be prevented from being influenced by the stress deformation. The concrete stress-strain full-curve test apparatus is simple in structure, reasonable in design, easy in operation, firm, unlikely to deform andcapable of being used circularly for a long time. When the test piece is under the stress, the test piece is greatly deformed in the transverse direction, so that an ordinary test clamp is likely todeform under the squeezing to influence the secondary use; however, the concrete stress-strain full-curve test apparatus is made of the high-strength steel plate, so that the deformation is unlikely to occur, the repeat test can be carried out, and the test result is accurate.

Description

Technical field [0001] The invention belongs to the field of construction engineering test detection, and specifically relates to a concrete stress-strain full curve test device and a working method. Background technique [0002] In recent years, high-performance concrete has been rapidly developed and used in many practical engineering projects. High performance concrete has many excellent characteristics such as high durability, high workability, high strength and high volume stability, and has been adopted in many important projects so far. Because of the high strength and brittleness of high-performance concrete, the uniaxial compression failure stress-strain full curve test device of ordinary concrete cannot be applied to high-performance concrete, and the falling section of the stress-strain curve of high-performance concrete cannot be obtained. At present, there is no suitable testing device for testing the full stress-strain curve of high performance concrete under uniax...

Claims

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Application Information

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IPC IPC(8): G01N3/08G01N3/04
Inventor 吴涛刘喜魏慧王立勋刘洋陈顺
Owner CHANGAN UNIV
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