Progressive health monitoring method for cable system based on hybrid monitoring during generalized displacement of support

A technology for generalized displacement and hybrid monitoring of supports, applied in measuring devices, testing of machine/structural components, instruments, etc., can solve problems such as strain, which will affect and affect the deformation of cable structures.

Inactive Publication Date: 2011-10-19
SOUTHEAST UNIV
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  • Summary
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Problems solved by technology

After the health state of the cable system changes, it will cause the change of the measurable parameters of the structure, such as the change of the cable force, the deformation or strain of the cable structure, the shape or spatial coordinates of the cable structure, and the Changes in the angular coordinates of any imaginary line at each point of the structure (for example, changes in the angular coordinates of any straight line passing through the tangent plane at any point on the surface of the structure, or changes in the angular coordinates of the normal line at any point on the surface of the structure Changes), all of these changes include the health status information of the cable system, so the health status of the structure can be judged through the mixed monitoring of the changes in the characteristic parameters of these different types of structures. The present invention combines all the monitored structural features The parameters are collectively referred to as "monitored quantities". Since the monitored quantities are composed of different types of measurable parameters of the structure, the present invention calls this mixed monitoring. In addition to being affected by the health status of the cable system, the monitored quantities also have It will be affected by the generalized displacement of the cable structure support (which often occurs), and there is no public and effective health monitoring system and method to solve this problem

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  • Progressive health monitoring method for cable system based on hybrid monitoring during generalized displacement of support
  • Progressive health monitoring method for cable system based on hybrid monitoring during generalized displacement of support
  • Progressive health monitoring method for cable system based on hybrid monitoring during generalized displacement of support

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Embodiment Construction

[0119] For the health monitoring of the cable system of the cable structure when there is a generalized displacement of the support, the invention discloses a system and method capable of reasonably and effectively monitoring the health status of each cable of the cable system of the cable structure. The following descriptions of embodiments of the invention are merely exemplary in nature, and are in no way intended to limit the application or uses of the invention.

[0120] The algorithm employed by the present invention is used to monitor the health status of the cable system in the cable structure in the case of generalized displacement of the support of the cable structure. During specific implementation, the following steps are one of various steps that may be taken.

[0121] Step 1: Determine the type, location and quantity of the quantity to be monitored, and number them. The specific process is:

[0122] Assuming that there are N cables, first determine the numbering...

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Abstract

The invention provides a progressive health monitoring method for a cable system based on hybrid monitoring during generalized displacement of a support. Whether a mechanics calculation benchmark model of the structure requires to be updated against is decided by monitoring of a generalized coordinates of the structural support; considering the similar linear relationship among the current data vector of the monitored quantity and the initial value vector of the monitored quantity, the unit damage monitored quantity change matrix and the current nominal damage vector, in order to overcome the defects, a method using the linear relationship to approach the nonlinear relationship by section is adopted so that a large section is divided into a plurality of continuous small sections; the linear relationship in each small section is sufficiently accurate; and suitable algorithms such as a multi-objective optimization algorithm and the like can be utilized in each small section so as to calculate the non-inferior solution of the damage vector of the current cable, thus exactly determining the position and the damage degree of a damaged cable.

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, and this type of structure is expressed as a "cable structure" in the present invention for convenience. When there is a generalized displacement of the support (for example, the generalized displacement of the support refers to the linear displacement of the support along the X, Y, and Z axes and the angular displacement of the support around the X, Y, and Z axes; corresponding to the generalized displacement of the support, the generalized coordinates of the support Refers to the coordinates of the support about the X, Y, and Z axes and the angular coordinates of the support about the X, Y, and Z axes), the invention discloses a progressive method to identif...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01M99/00
Inventor 韩玉林韩佳邑
Owner SOUTHEAST UNIV
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