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Damaged cable, centralized load and support angular displacement identification method based on mixed monitoring

A support angular displacement and mixed monitoring technology, applied in the direction of measuring devices, testing of machine/structural components, instruments, etc.

Inactive Publication Date: 2014-03-12
SOUTHEAST UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] When the support has an angular displacement, some of the currently disclosed technologies and methods can only identify the change of the structure's load when all other conditions remain unchanged (only the load on the structure changes), and some can only identify the change of the load on the structure under all other conditions. Recognizes changes in structural health all other things being equal (only structural temperature and structural health change) Recognizes structural (ambient) temperature and structure Changes in the health state, there is currently no public and effective method that can simultaneously identify changes in the structural load, structural (environment) temperature, and structural health state, or in other words, the load on the structure and the structural (environment) temperature at the same time When changing, there is no effective method to identify changes in the structural health status, and the load on the structure and the structure (environment) temperature often change, so how to eliminate the load when the load on the structure and the structure (environment) temperature change Changes and structural temperature changes have an impact on the identification results of the health state of the cable structure, so as to accurately identify changes in the health state of the structure, which is an urgent problem to be solved at present. This method discloses a method. When the support has angular displacement, When the concentrated load borne by the cable structure and the structural (environmental) temperature change, the influence of the bearing angular displacement, load change and structural temperature change on the health status identification of the cable structure can be eliminated, and the damaged cable can be identified based on the monitoring of the monitored quantity. , which is of great value to the safety of the cable structure

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  • Damaged cable, centralized load and support angular displacement identification method based on mixed monitoring
  • Damaged cable, centralized load and support angular displacement identification method based on mixed monitoring
  • Damaged cable, centralized load and support angular displacement identification method based on mixed monitoring

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Embodiment Construction

[0098] Aiming at the problem of cable structure health monitoring, this method realizes three functions that cannot be possessed by existing methods, namely: 1. Eliminate the influence of cable structure support angular displacement, concentrated load change and structure temperature change on the identification results of cable structure health status. influence, so as to accurately identify the structural health monitoring method of the damaged cable; second, eliminate the influence of the angular displacement of the cable structure support, the structural temperature change and the health state change of the supporting cable, and realize the correct identification of the change degree of the concentrated load; third, eliminate Concentrating the effects of load changes, structural temperature changes, and health state changes of the supporting cables, the correct identification of the angular displacement of the cable structure support is realized. The following description o...

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Abstract

A damaged cable, centralized load and support angular displacement identification method based on mixed monitoring includes: monitoring cable structure temperature and environmental temperature to determine whether a mechanical calculation reference model of a cable structure needs to be updated or not so as to obtain the mechanical calculation reference model, including the cable structure temperature and the environmental temperature, of the cable structure, calculating on the basis of the model to obtain a unit damage to-be-monitored parameter value variation matrix; calculating the non-inferior solution of the current nominal damage vector of a to-be-evaluated object according to the approximate linear relations existing between the current value vectors of to-be-monitored parameters and current initial value vectors of the to-be-monitored parameters and between the unit damage to-be-monitored parameter value variation matrix and the to-be-determined current nominal damage vector of the to-be-evaluated object. By the method, when temperature variation exists, support angular displacement, centralized load variation quantity and damaged cables can be identified.

Description

technical field [0001] Cable-stayed bridges, suspension bridges, truss structures and other structures have one thing in common, that is, they have many parts that bear tensile loads, such as cable-stayed cables, main cables, slings, tie rods, etc. , cables, or rods that only bear tensile loads are supporting components. For the sake of convenience, this method expresses this type of structure as The rods under tension or axial compression loads (also known as two-force rods) are collectively referred to as "cable systems" for convenience, and the term "supporting cables" is used in this method to refer to bearing cables, bearing cables and A member that bears axial tension or axial compression load is sometimes referred to as a "cable", so when the word "cable" is used later, it actually refers to a two-force member for a truss structure. During the service process of the structure, the correct identification of the health state of the supporting cables or the cable system i...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01M99/00G01B21/22
Inventor 韩玉林宋静然韩佳邑
Owner SOUTHEAST UNIV
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