Sensor layout method suitable for structure health monitoring and structure identification method

A technology of health monitoring and structural identification, applied in the testing of machines/structural components, instruments, measuring devices, etc., which can solve the problems of many types of sensors, poor durability, and structural damage

Active Publication Date: 2016-12-21
SOUTHEAST UNIV
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Various health monitoring systems installed in many important engineering structures at home and abroad have played an active role in responding to emergencies, but the industry generally believes that the "health" monitoring and evaluation of structures cannot be truly realized. The main problems are: First, the types of sensors Many, complex systems and poor durability; second, it is difficult to analyze structural damage and performance from massive monitoring data
However, the existing strain gauges, including the most advanced FBG sensors, are all point sensors, which are too localized for large-scale civil engineering structures, and it is difficult to effectively capture damage unless the strain gauges are just pasted on the structure. Abnormal strain values ​​can only be displayed when there is a damaged part (such as a crack); when the strain sensor is pasted near the damaged part of the structure, the strain may decrease due to the release of local stress after the damage occurs, so it is difficult to effectively capture the damage

Method used

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  • Sensor layout method suitable for structure health monitoring and structure identification method
  • Sensor layout method suitable for structure health monitoring and structure identification method
  • Sensor layout method suitable for structure health monitoring and structure identification method

Examples

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Embodiment 1

[0059] A tied arch bridge with a span of 64 meters, a height of 13 meters and a width of 14 meters, the finite element model of the 64 meters tied arch bridge, the length of the tie beam is 64 meters, so it can be divided into 64 units, each The unit length is 1 meter, so it can be determined that the gauge length of the pasted long gauge FBG sensor is 1 meter. This model is used to clearly explain the specific implementation steps of the present invention.

[0060] Step 1: Modeling by finite element method and analyzing the typical working conditions of daily loads. The six typical working conditions of the arch bridge are: the concentrated force acts on the two arch foot sections, the vault section, L / 4 and 3L / 4 Arch rib sections, and uniform load cases such as figure 2 shown. Obtain the bending strain curve C of the structure under each load condition i , i=1,2,3,4,5,6, such as image 3 (a) shown.

[0061] The second step: use formula (1) to normalize the six strain c...

Embodiment 2

[0079] Taking the sensor layout scheme of Sutong Bridge auxiliary channel bridge as an example, the concept of area sensing and how to select structural key components through vulnerability analysis and sensor layout based on the concept of area sensing are introduced. The auxiliary channel bridge of Sutong Bridge is a prestressed concrete continuous rigid frame bridge with three spans of 140 meters, 268 meters and 140 meters respectively. The main pier is an ordinary reinforced concrete double thin-walled rectangular hollow pier. The box girder is a single-box single-chamber cross-section, with a roof width of 16.4m, a floor width of 7.5m, a beam height of 15.0m at the root, and a beam height of 4.5m at the mid-span and side-span straight sections. The minimum thickness of the top plate in the box is 0.32m, the thickness of the web plate is 0.45-1.0m, and the thickness of the bottom plate is 0.32-1.7m. The total width of the bridge deck is 34m, with 6 lanes in both direction...

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Abstract

The invention discloses a sensor layout method suitable for structure health monitoring and a structure identification method. The sensor layout method comprises the following steps of through a finite element method, acquiring strain curves of a structure under various conditions; acquiring standard curves under the various conditions; carrying out linear superposition processing on the standard curves under the various conditions to acquire a characteristic curve; picking an inflection point, a concave point and a convex point on the characteristic curve as characteristic points; selecting new characteristic points till that all the units are selected as the characteristic points and acquiring a curve of an average error and a characteristic point number; and selecting a point with a maximum slope change on the acquired curve of the average error and the characteristic point number and determining an arrangement scheme of a sensor. In the invention, from two aspects of sensor optimization arrangement and area distribution sensing, a traditional problem that deflection of a civil engineering structure is difficult to be accurately measured is solved; and the limited sensors are used to realize effective monitoring and performance assessment of a large-scale civil engineering structure.

Description

technical field [0001] The invention relates to the field of structural health monitoring and safety assessment of civil engineering and traffic engineering. The invention provides an effective monitoring method for a structure or a structure group, which can realize the safe and effective monitoring of a huge and complex large structure by using limited sensors. Background technique [0002] Developed countries are facing bottlenecks such as highly inflated maintenance and management costs of engineering structures and shortage of funds. my country's infrastructure is larger in size, coupled with problems such as short-lived structures, the pressure on security and maintenance management costs will become more and more serious. Therefore, preventive / predictive maintenance management that uses structural health monitoring methods to detect structural damage and hidden dangers as early as possible, realize structural treatment of minor diseases and prevent major diseases, en...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01M99/00G01B21/32G06F17/50
CPCG01B21/32G01M99/00G06F30/13
Inventor 张建吴智深周立明
Owner SOUTHEAST UNIV
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