发明名称 |
METHOD AND SYSTEM FOR STRUCTURAL HEALTH MONITORING WITH FREQUENCY SYNCHRONIZATION |
摘要 |
Structural health monitoring (“SHM”) methods, apparatus and techniques involve building deformation fields maps (amplitude and phase related to excitation) on the surface of the structural component under monitoring based on a network of strain measurements by fiber Bragg grating sensors. |
申请公布号 |
US2016116366(A1) |
申请公布日期 |
2016.04.28 |
申请号 |
US201414526226 |
申请日期 |
2014.10.28 |
申请人 |
DA SILVA Paulo Anchieta;DOTTA Fernando;DE MORAES DA COSTA Laudier Jacques;BRAGA Arhur Martins Barbosa;VALENTE Luiz Carlos Guedes;LOUZADA Daniel Ramos;SALVINI Leonardo;DE GOUVÊA Paula Medeiros Proença |
发明人 |
DA SILVA Paulo Anchieta;DOTTA Fernando;DE MORAES DA COSTA Laudier Jacques;BRAGA Arhur Martins Barbosa;VALENTE Luiz Carlos Guedes;LOUZADA Daniel Ramos;SALVINI Leonardo;DE GOUVÊA Paula Medeiros Proença |
分类号 |
G01M7/00;G01L1/16;G01N29/04;G01L1/24 |
主分类号 |
G01M7/00 |
代理机构 |
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代理人 |
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主权项 |
1. A method for the structural health monitoring (SHM) of a structural component, comprising:
a) exciting the at least one actuator using CW (continuous wave) across a predetermined frequency range to excite the structural component, so as to generate a dynamic deformation field, with sinusoidally defined variation at the same frequency of the potential difference imposed on plural fiber Bragg grating (FBG) sensors distributed in a network of FBG sensors attached to the surface of the structural component, thereby synchronizing actuation with detection to obtain in-phase and out-of-phase measurement resolution for strain measurements using the plural fiber Bragg gratings; b) using the plural sensors to measure the deformation field; b) filtering the measurement of the deformation field to select only that portion of the deformation field associated with the sinusoidal actuation generated by the actuator; c) in response at least in part on the filtered measurement of the deformation field, generating a two-dimensional map indicating the amplitudes and phases of the surface strains, said map being based on the amplitude and on the phase of the plural sensors; d) repeating the procedure for multiple frequencies; e) comparing the two-dimensional maps obtained by the different frequencies for the detection of structural damage; and f) performing computational analysis of the so-obtained two-dimensional field deformation maps with the aid of pattern recognition methods in order to identify structural damage. |
地址 |
Sao Jose dos Campos BR |