TY - JOUR
T1 - A simple damage detection indicator using operational deflection shapes
AU - Sampaio, R. P.C.
AU - Maia, N. M.M.
AU - Almeida, R. A. B.
AU - Urgueira, A. P. V.
N1 - sem pdf conforme despacho.
PY - 2016/5/1
Y1 - 2016/5/1
N2 - Catastrophic structural failure of aircrafts, bridges, buildings and other structures in modern societies has always been of primary concern because of the loss of human lifes and of negative economic impact. The aging of the structures, the growing dependency on their role in our networks of transportation, energy and comunications, the smaller construction tolerances, the bigger power demanded and the media and society awardness to catastrophic events are sufficient motivations for the growing field of structural health monitoring, which aims at assessing the actual condition of a structure and to identify incipient damage. Damage identification can be considered as a two step process, the detection and the diagnosis. The former, and fundamental step, is the confirmation of an efective damage existence. When the response is affirmative, the latter step begins with the diagnosis, and then the questions are: where?, how much?, what type?, when will it fail? In this paper the authors propose a simple method to detect and relatively quantify structural damage by using measured vibrations data, specifically the operational deflections shapes. Numerical simulations and experimental tests are presented to validate the proposed method.
AB - Catastrophic structural failure of aircrafts, bridges, buildings and other structures in modern societies has always been of primary concern because of the loss of human lifes and of negative economic impact. The aging of the structures, the growing dependency on their role in our networks of transportation, energy and comunications, the smaller construction tolerances, the bigger power demanded and the media and society awardness to catastrophic events are sufficient motivations for the growing field of structural health monitoring, which aims at assessing the actual condition of a structure and to identify incipient damage. Damage identification can be considered as a two step process, the detection and the diagnosis. The former, and fundamental step, is the confirmation of an efective damage existence. When the response is affirmative, the latter step begins with the diagnosis, and then the questions are: where?, how much?, what type?, when will it fail? In this paper the authors propose a simple method to detect and relatively quantify structural damage by using measured vibrations data, specifically the operational deflections shapes. Numerical simulations and experimental tests are presented to validate the proposed method.
KW - Operational deflection shape
KW - Structural damage identification
KW - Structural health monitoring
UR - http://www.scopus.com/inward/record.url?scp=84955494707&partnerID=8YFLogxK
U2 - 10.1016/j.ymssp.2015.10.023
DO - 10.1016/j.ymssp.2015.10.023
M3 - Article
AN - SCOPUS:84955494707
SN - 0888-3270
VL - 72-73
SP - 629
EP - 641
JO - Mechanical Systems and Signal Processing
JF - Mechanical Systems and Signal Processing
ER -