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Box type structure heavy deformation prediction method based on macroscopic stress and residual stress extension

A technology of residual stress and box-shaped structure, applied in the direction of force/torque/work measuring instrument, measuring force, measuring device, etc., can solve the problems of low calculation accuracy and low detection efficiency, so as to avoid limitations and improve accuracy The effect of sex and efficiency

Inactive Publication Date: 2020-06-26
YANGZHOU UNIV
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  • Application Information

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Problems solved by technology

Most detection methods for box-type structures are often based solely on macroscopic stress or residual stress, which has the disadvantages of low calculation accuracy and low detection efficiency.

Method used

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  • Box type structure heavy deformation prediction method based on macroscopic stress and residual stress extension
  • Box type structure heavy deformation prediction method based on macroscopic stress and residual stress extension
  • Box type structure heavy deformation prediction method based on macroscopic stress and residual stress extension

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Embodiment Construction

[0044] Such asfigure 1 As shown, this embodiment is based on the macroscopic stress and the residual stress extension of the box structure weight deformation prediction method, the method includes the following steps:

[0045] S1. Residual stress detection in weld area of ​​box structure:

[0046] Use the X-ray residual stress testing device to take a point i (i=1,2,3...N, i is the label of the point) at the welding seam of the box structure every 5mm to test the residual stress, and obtain a certain point i Corresponding to the residual stress σ in the X direction x , corresponding to the residual stress σ in the Y direction y , corresponding to the residual stress σ in the Z direction z .

[0047] The total value of residual stress σ at each measurement point at the weld of the box structure ri Can be expressed as:

[0048]

[0049] Among them, σ ri is the total value of residual stress at each measurement point at the weld of the box structure; σ xi is the residua...

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Abstract

The invention discloses a box-type structure heavy deformation prediction method based on macroscopic stress and residual stress extension. The method comprises the following steps: S1, detecting residual stress of a weld joint area of a box-type structure; s2, calculating a macroscopic stress distortion region coefficient of the structure under a working condition; s3, correcting the residual stress of the weld joint area based on the distortion area coefficient; s4, calculating the residual stress topology considering the peak-valley effect of the working condition stress; and S5, calculating the heavy deformation of the box-type structure based on the extension of the macroscopic stress and the residual stress. The method is high in detection precision, and has important practical significance for realizing real-time evaluation of the heavy deformation distribution of the box-type structure.

Description

technical field [0001] The invention relates to the field of detection of heavy deformation of box structures, in particular to a prediction method of heavy deformation of box structures based on macroscopic stress and residual stress expansion. Background technique [0002] With the progress of society, more and more box-type structures are applied to large-scale construction machinery structures, and the problem of secondary deformation during use has attracted more and more attention from the society. Under such a background, it is necessary and urgent to predict the re-deformation of box-type structures in real time. Most detection methods for box-type structures are often based solely on macroscopic stress or residual stress, which have disadvantages such as low calculation accuracy and low detection efficiency. How to find out the key factors representing macroscopic stress and microscopic residual stress, and combine them to predict the deformation redistribution of ...

Claims

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Application Information

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IPC IPC(8): G06F30/23G06F30/17G01L1/25G01L5/00G06F119/14
CPCG01L1/25G01L5/0047
Inventor 朱林王鹏黄嘉铭韩清振孙进郭广明
Owner YANGZHOU UNIV
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