Progressive identifying method for problem cable and concentrated loads based on mixture monitoring in time of angular displacement

Abstract

The invention discloses a progressive indentifying method for a problem cable and concentrated loads based on mixture monitoring in time of angular displacement. The identifying method determines whether the mechanical calculation reference model needs to be updated or not based on the mixture monitoring through monitoring the support angular displacement, cable structure temperature and environmental temperature, so that a mechanical calculation reference mode, considering the support angular displacement, the cable structure temperature and the environmental temperature, of a cable structure is obtained. On the basis of the model, a unit damage monitored parameter numerical value matrix is obtained through calculation. According to the approximate linear relation existing between the current numerical value vector of monitored coordinates and the current initial numerical value vector of the monitored coordinates, the unit damage monitored coordinate numerical value change matrix and a current evaluated object nominal damage vector to be solved, the non-inferior solution of the current evaluated object nominal damage vector is calculated, and therefore when the support angular displacement and temperature changes happen, influences of interference factors can be removed, and the variable quantity of concentrated loads and the problem cable 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 stay cables, main cables, slings, tie rods, etc. The common point of this type of structure is the cable , Cables or rods that only bear tensile loads are supporting components. For convenience, this method describes this type of structure as a "cable structure", and all load-bearing cables, load-bearing cables, and all bearing cables that only bear axial The rods subjected to tensile or axial compression loads (also called two-force rods) are collectively referred to as "cable systems" for convenience. In this method, the term "supporting cables" is used to refer to load-bearing cables, load-bearing cables and only The rod that bears axial tension or axial compression is sometimes referred to as "cable" for short, so when the word "cable" is used later, it actually refers to a two-force me...

AI Technical Summary

Problems solved by technology

[0005] 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 in all other conditions. Recognize changes in structural health all other things being equal (only structural temperature and structural health change) Recognize structural (ambient) temperature and structural Changes in the state of health. At present, there is no public and effective method that can simultaneously identify changes in the load on the structure, the temperature of the structure (environment) and the health state of the structure, or in other words, the load on the structure and the temperature of the structure (environment) simultaneously 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, thereby accurately identifying 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 support angular displacement, load change and structural temperature change on the identification results of the cable structure health status can be eliminated, and the problem cable can be identified based on the monitoring of the monitored quantity. It is of great value to the safety of the cable structure

[0006] Similarly, in the currently disclosed methods, there has not been a method that can eliminate the influence of support angular displacement, structural temperature change, and support cable health status, so as to realize the correct identification of the degree of concentrated load change. For structures, the load It is also very important to identify changes

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