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Method for identifying crack area of space balance truss plate girder

A technology of area identification and truss plate, applied in special data processing applications, complex mathematical operations, instruments, etc., can solve the problems of lack, large plate beams are bulky, plate beams are prone to cracks, etc., and achieve the effect of convenient strength

Pending Publication Date: 2021-11-02
GUILIN UNIV OF ELECTRONIC TECH +1
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] In the past structural fault analysis, experts at home and abroad have proposed many fault diagnosis technologies for structural cracks in plate girders, such as positioning technology based on EEMD algorithm, beam structure crack damage identification technology based on Lamb waves, etc.; however, currently Most of the research on crack identification or location is based on the source algorithm diagnosis technology based on image data or signal data feature extraction. It is too expensive for production enterprises and lacks a direct, simple, fast, effective and low-cost testing method
[0004] Most of the large plate girders are relatively heavy equipment. In the actual external environment, due to the complex effects of high humidity, high temperature, high salt, and cyclic impact, cracks are easily generated inside the plate girder. Therefore, the existing crack image Identification methods often only analyze obvious cracks, so there is an urgent need for an effective, simple and easy-to-implement method to identify internal crack areas

Method used

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  • Method for identifying crack area of space balance truss plate girder
  • Method for identifying crack area of space balance truss plate girder
  • Method for identifying crack area of space balance truss plate girder

Examples

Experimental program
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Embodiment 1

[0034] refer to Figure 1~3 , which is an embodiment of the present invention, provides a method for identifying a crack region of a space-balanced truss plate girder, including:

[0035] S1: Set up the original slab girder and the slab girder of the control experiment group, and apply a static load force at the bottom to obtain the distribution of strain values ​​at each measuring point;

[0036] Specifically, the original space balance truss slab girder is defined to have the same structural properties as the control experiment group slab girder, and its parameter properties and constraint conditions must be consistent to reduce errors. is o), the nodes with the same distance from the center of the circle are grouped into one group, and the original plate girder and the reference plate girder are divided into the same number and the same size according to the longitudinal dimension between the corresponding measuring points of each group and the neutral axis of the beam sectio...

Embodiment 2

[0053] refer to Figure 4 It is another embodiment of the present invention. In order to verify and illustrate the technical effect adopted in this method, this embodiment uses a traditional technical solution to carry out a comparative test with the method of the present invention, and compares the test results by means of scientific demonstration to verify that the method has real effect.

[0054] Traditional technical solution: In plate girder testing, the mid-span section of the hollow beam is used as the stress test section, and two stress measuring points are arranged on both sides of the upper and lower edges of the section, and two ground anchors are placed at both ends of the beam , a jack is arranged in the mid-span section of the beam, and the deflection of the mid-span section and the bending stress change of the upper and lower edges are analyzed. The disadvantages of traditional technical solutions are:

[0055] (1) The observation technology for the cracks and...

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PUM

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Abstract

The invention discloses a method for identifying a crack area of a space balance truss plate girder, which comprises the following steps: arranging an original plate girder and a control experiment group plate girder, and applying static load force to the bottom of the original plate girder and the control experiment group plate girder to respectively obtain strain value distribution at each measuring point position; calculating the curvature radius corresponding to each measuring point position according to the strain value distribution; comparing and judging whether the curvature radiuses corresponding to the measuring point positions of the original plate girder and the control experiment group plate girder meet a judgment standard or not; and if yes, marking the position of the corresponding measuring point, judging a damaged section according to the distribution condition of the limited beam section range in the whole plate beam section, and completing the area identification of the crack. According to the invention, unit division is carried out on the evenly-arranged plate girder, the strain gauges are reasonably arranged, effective identification of the crack section is achieved, then the plate girder area where the crack is located is obtained according to plate girder bending theory parameter reasoning, and the strength of the crack section can be conveniently improved for enterprises.

Description

technical field [0001] The invention relates to the technical field of structural failure testing and analysis, in particular to a method for identifying crack regions of space-balanced truss plate girders. Background technique [0002] The plate beam structure is widely used in many professional fields such as electric power, civil engineering, and mechanical engineering. It is the key and foundation of the supporting force of major national equipment. The plate beam structure is often in complex environments such as high temperature, high humidity, high speed, overload, and cyclic fatigue corrosion. Under the circumstances, once the plate girder structure is cracked and damaged, the stability, safety and comfort of the mechanical equipment will be affected, and even accidents involving machine crashes and fatalities may occur. [0003] In the past structural fault analysis, experts at home and abroad have proposed many fault diagnosis technologies for structural cracks in ...

Claims

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Application Information

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IPC IPC(8): G06F17/10G06F30/20G06F111/10G06F119/14
CPCG06F17/10G06F30/20G06F2111/10G06F2119/14Y02T90/00
Inventor 何水龙王永亮冯海波展新王善超李骏许恩永周志斌
Owner GUILIN UNIV OF ELECTRONIC TECH
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