Implementation of heterodyne effect in SHM and talking SHM systems
원문보기
IPC분류정보
국가/구분
United States(US) Patent
등록
국제특허분류(IPC7판)
G01N-029/12
G01N-029/44
출원번호
US-0592438
(2017-05-11)
등록번호
US-10191013
(2019-01-29)
발명자
/ 주소
Tansel, Ibrahim
Senyurek, Volkan
Unal, Muhammed
Baghalian, Amin
Tashakori, Shervin
출원인 / 주소
The Florida International University Board of Trustees
대리인 / 주소
Saliwanchik, Lloyd & Eisenschenk
인용정보
피인용 횟수 :
0인용 특허 :
3
초록▼
Systems and methods for implementation of the heterodyne effect in structural health monitoring (SHM) systems are provided. A system or method can include propagating a first signal with a first frequency and a second signal with a second frequency through a subject structure, and analyzing the outp
Systems and methods for implementation of the heterodyne effect in structural health monitoring (SHM) systems are provided. A system or method can include propagating a first signal with a first frequency and a second signal with a second frequency through a subject structure, and analyzing the output response to determine if a third frequency has been created, according to the heterodyne effect.
대표청구항▼
1. A method for a structural health monitoring system, the method comprising: connecting a first signal generator to a first actuator;connecting a second signal generator to a second actuator;connecting the first actuator and the second actuator to a subject structure;generating, by the first signal
1. A method for a structural health monitoring system, the method comprising: connecting a first signal generator to a first actuator;connecting a second signal generator to a second actuator;connecting the first actuator and the second actuator to a subject structure;generating, by the first signal generator a first signal with a first frequency, and exciting the first actuator with the first signal;generating, by the second signal generator, a second signal with a second frequency, and exciting the second actuator with the second signal;retrieving an output signal from the subject structure; andanalyzing the output signal of a sensor to determine whether a structural defect exists by determining whether a third frequency has been created,the third frequency being equal to the absolute value of the result of the subtraction of the second frequency from the first frequency,a verbal message being embedded into the first signal, which is set to the first frequency, and the second signal being set to the first frequency. 2. A method for a structural health monitoring system, the method comprising: connecting a first signal generator to a first actuator;connecting a second signal generator to a second actuator;connecting the first actuator and the second actuator to a subject structure;generating, by the first signal generator a first signal with a first frequency, and exciting the first actuator with the first signal;generating, by the second signal generator a second signal with a second frequency and exciting the second actuator with the second signal;retrieving an output signal from the subject structure; andanalyzing the output signal of a sensor to determine whether a structural defect exists by determining whether a third frequency has been created,the second signal comprising a sweep frequency within a second frequency range, the lowest frequency of the second frequency range being higher than 20 kHz,the first signal comprising a sweep frequency within a first frequency range the lowest frequency of the first frequency range being higher than 20 kHz, andthe third frequency being equal to the absolute value the result of the subtraction of the second frequency from the first frequency at a given time while the first and second frequencies vary during the sweep. 3. A method for a structural health monitoring system, the method comprising: connecting a first signal generator to a first actuator;connecting a second signal generator to a second actuator;connecting the first actuator and the second actuator to a subject structure;generating, by the first signal generator a first signal with a first frequency, and exciting the first actuator with the first signal;generating, by the second signal generator, a second signal with a second frequency, and exciting the second actuator with the second signal;retrieving an output signal from the subject structure; andanalyzing the output signal of a sensor to determine whether a structural defect exists by determining whether a third frequency has been created,the third frequency being equal to the absolute value of the result of the subtraction of the second frequency from the first frequency,the third frequency being within a range of from 20 Hz to 20 kHz,an amplitude of the created vibrations being satisfactory to create an audible sound, andthe structural defect thereby being understood without any sensor. 4. A method for a structural health monitoring system, the method comprising: connecting a first signal generator to a first actuator;connecting a second signal generator to a second actuator;connecting the first actuator and the second actuator to a subject structure;generating, by the first signal generator a first signal with a first frequency, and exciting the first actuator with the first signal;generating, by the second signal generator, a second signal with a second frequency, and exciting the second actuator with the second signal;retrieving an output signal from the subject structure; andanalyzing the output signal of a sensor to determine whether a structural defect exists by determining whether a third frequency has been created,the third frequency being equal to the absolute value of the result of the subtraction of the second frequency from the first frequency,the first signal comprising a single frequency that is higher than 20 kHz,the second signal comprising a single frequency that is higher than 20 kHz and being different than the frequency of the first signal,the first signal and the second signal being discontinuous signals, and emission of the second signal being delayed until after emission of the first signal by a predetermined amount of time,the third frequency being within a range of from 20 Hz to 20 kHz, and an amplitude of the created vibrations being satisfactory to create an audible sound, the structural defect thereby being understood without any sensor.
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