Method for evaluating macroscopic residual stress of steel wire

A technology of residual stress and steel wire, applied in force/torque/work measuring instruments, using stable tension/pressure to test material strength, measuring devices, etc., can solve problems such as complex measurement procedures, expensive equipment, and high technical requirements

Pending Publication Date: 2021-04-13
RES INST OF HIGHWAY MINIST OF TRANSPORT
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0003] In production, experiments are generally used to test the residual stress level of steel wires. The commonly used destructive testing methods mainly include drilling method, strip method, grooving method, ring core method, peeling method, section method and crack method, etc. The commonly used nondestructive testing methods are: The methods mainly in

Method used

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  • Method for evaluating macroscopic residual stress of steel wire
  • Method for evaluating macroscopic residual stress of steel wire
  • Method for evaluating macroscopic residual stress of steel wire

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1、1860

[0042] Embodiment 1, 1860 grade high-strength low-relaxation carbon steel wire

[0043] A high-strength low-relaxation carbon steel wire with a diameter of 5.2mm and a standard strength of 1860MPa is loaded in stages at 50MPa. Under the nominal stress of 1400MPa, use a 50mm gauge length extensometer to measure the strain under each load; after exceeding 1400MPa, use a universal testing machine The displacement of the moving beam is used to estimate the strain at each loading level. The measured stress-strain curve is attached figure 1 , the instantaneous elastic modulus of each level of loading point (approximately replaced by the secant elastic modulus of each level of loading) see the attached figure 2 . attached by figure 2 It can be seen that when the nominal tensile stress is not greater than 1000MPa, the instantaneous elastic modulus basically remains unchanged in a straight line, so the average value of the secant elastic modulus under loading at various levels below...

Embodiment 2、1250

[0045] Embodiment 2, 1250 grade high-strength stainless steel wire

[0046] A high-strength stainless steel wire with a diameter of 5.6mm and a standard strength of 1250Mpa is loaded in stages at 50MPa. Below 1000MPa, use a 500mm gauge extensometer to measure the strain under each load; after exceeding 1000MPa, use a universal testing machine to move the beam displacement to estimate each Strain under load. The measured stress-strain curve is attached Figure 5 , the instantaneous elastic modulus of each level of loading point (approximately replaced by the secant elastic modulus of each level of loading) see the attached Image 6 . attached by Image 6 It can be seen that when the nominal tensile stress is not greater than 500MPa, the instantaneous elastic modulus remains basically unchanged in a straight line, so the average value of the secant elastic modulus under loading at various levels below 500MPa or the secant elastic modulus of 0-500MPa can be used to approximate...

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Abstract

The invention discloses a method for judging the macroscopic residual stress level of a steel wire by utilizing the change rule of the instantaneous tensile elasticity modulus of the steel wire along with tensile stress. According to the method, a function relationship between the yield ratio (yield factor) on the cross section of the steel wire and the instantaneous elastic modulus of the steel wire is established, and the macroscopic residual stress level of the steel wire and the yield ratio on the cross section under a certain nominal tensile stress can be calculated by measuring the instantaneous elastic modulus of the steel wire. The method comprises the steps of A, loading a tensile steel wire by stages by using a tensile testing machine; B, drawing an E-sigma relation curve of the load secant elasticity modulus of each level and nominal stress; C, determining the tensile elastic modulus ET of the steel wire in a residual-stress-free state, the nominal stress [sigma]1 for starting to yield in a section part area and the yield stress [sigma]Y of the whole section according to the E-sigma curve; D, calculating the maximum macroscopic residual stress [sigma]R of the steel wire according to a formula [sigma]R=[sigma]Y-[sigma]1; E, when [sigma] is greater than [sigma]1, obtaining that the tensile stress on the cross section of the steel wire reaches the yield area ratio; and F, modifying a common tensile testing machine and a loading program.

Description

technical field [0001] The invention relates to a silk macroscopic residual stress evaluation method and its application. Background technique [0002] During the process of drawing, heat treatment, straightening, etc., the steel wire generates residual stress inside the steel wire due to the action of external force and temperature. If the balance of residual stress is destroyed during use, it will cause elastoplastic deformation in the steel wire, resulting in changes in size and shape, and deformation of the steel wire such as twisting. At the same time, the residual stress also reduces the fatigue resistance, stress corrosion resistance and creep cracking resistance of the steel wire. In order to ensure the safety and reliability of the finished steel wire during use, the residual stress level of the finished steel wire should be evaluated and controlled. [0003] In production, experiments are generally used to test the residual stress level of steel wires. The commonl...

Claims

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Application Information

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IPC IPC(8): G01L5/00G01N3/08
CPCG01L5/0047G01N3/08G01N2203/0003G01N2203/0017G01N2203/0075G01N2203/028G01N2203/0676G01N2203/0682
Inventor 李承昌
Owner RES INST OF HIGHWAY MINIST OF TRANSPORT
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