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Structural damage identification by adding virtual masses
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DOI：10.1007/s00158-012-0879-0.png)
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摘要
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This paper presents a method for damage identification by adding virtual masses to the structure in order to increase its sensitivity to local damages. The main concept is based on the Virtual Distortion Method (VDM), which is a fast structural reanalysis method that employs virtual distortions or pseudo loads to simulate structural modifications. In this paper, the structure with an added virtual mass is called the virtual structure. First, the acceleration frequency response of the virtual structure is constructed numerically by the VDM using local dynamic data measured only by a single excitation sensor and a single acceleration sensor. Second, the value of the additional mass is determined via sensitivity analysis of the constructed frequency responses of the virtual structure with respect to damage parameters; only the natural frequencies with high sensitivity are selected. This process is repeated for all the considered placements of the virtual mass. At last, the selected natural frequencies of all the virtual structures are used together for damage identification of the real structure. A finite element (FE) model of a plane frame is used to introduce and verify the proposed method. The damage can be identified precisely and effectively even under simulated 5 % Gaussian noise pollution.
Keyword:
Structural health monitoring (SHM)
Damage identification
Virtual distortion method (VDM)
Virtual mass
Sensitivity analysis
期刊
IF:
4
论文数:
4.9K
被引数:
1.7W
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Simultaneous identification of excitation time histories and parametrized structural damages激励时间历史和参数化结构损伤的同时识别
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