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Single-shaft tensile overall true stress-true strain curve testing technique

A technology of uniaxial tension and true stress, which is applied in the direction of applying stable tension/compression to test the strength of materials, and can solve the problems of failure to truly reflect the characteristics of load and displacement deformation, and unreasonableness

Inactive Publication Date: 2011-10-19
SOUTHWEST JIAOTONG UNIV
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

Although the technical scheme can obtain the true stress-true strain curve including the necking stage through the minimum cross-sectional diameter d of the sample, it is unreasonable to assume that the strain on the smallest cross-section in the necking stage is uniformly distributed. , the "true stress-true strain curve" obtained by this technical scheme cannot truly reflect the deformation characteristics of the whole stretching process, especially the load and displacement, the minimum cross-sectional diameter and displacement, etc.

Method used

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  • Single-shaft tensile overall true stress-true strain curve testing technique

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Embodiment

[0035] Taking 316L stainless steel as an example to further illustrate the specific implementation method of the technical solution of the present invention. The stress-engineering strain curve and load-displacement curve are converted from the engineering stress-engineering strain data obtained by the uniaxial tensile test of the round bar sample. The finite element simulation is carried out with ANSYS11.0, and the regular SLR camera that can take pictures at regular intervals is used to continuously take pictures of the deformation laws of the sample during stretching, and the images taken are processed mathematically using Getdata software. The necking occurs near the middle section of the sample, Figure 4 is the comparison result of the test load-displacement curve and the simulated load-displacement curve, Figure 5 is the optical measurement and simulation results of the minimum section diameter-displacement curve of the necked root of the sample, Figure 6 is the opt...

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Abstract

The invention discloses a single-shaft tensile overall true stress-true strain curve testing technique. According to the technique, a single-shaft tensile test is performed on a round rod sample, and an equivalent true stress-true strain curve which can really reflect the tensile overall deformation characteristics of a material can be solved through finite element simulation iteration. The testing technique disclosed by the invention can realize the overall equivalent true stress-true strain curve of the single-shaft tensile until fracture of the material, can be used for the deformation analysis of a large structure and the fracture mechanics analysis of a component comprising cracks and has important engineering values for promoting the theory development of mechanics, the optimization design of an engineering structure and the material performance evaluation.

Description

technical field [0001] The invention belongs to the testing technology of material mechanical properties, especially the technical field of test data analysis and processing. Background technique [0002] Uniaxial tensile test is a widely used method for testing the mechanical properties of materials. It can measure important basic mechanical properties parameters such as elastic modulus, strength, and plastic hardening of materials. It is the most basic reference for engineering component design and material selection. Usually, the load-displacement curve of the material can be obtained first from the uniaxial tensile test, and then according to the original size of the sample (original cross-sectional area A 0 and the original gauge length L 0 ) to obtain the engineering stress-engineering strain curve. However, the real cross-sectional area A and gauge length L of the sample are constantly changing during the test, so the engineering stress-engineering strain curve cann...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01N3/08
Inventor 蔡力勋姚迪包陈
Owner SOUTHWEST JIAOTONG UNIV
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