Modal parameter identification and vibration based damage detection of a multiple cracked cantilever beam. (September 2017)

• Record Type: Journal Article
• Authors: Altunışık, Ahmet Can; Okur, Fatih Yesevi; Kahya, Volkan
• Is Part Of: Engineering failure analysis. Volume 79(2017)
• Page Start: 154
• Page End: 170
• Publication Date: 2017-09
• Subjects: Ambient vibration test -- Automated model updating -- Cracked beam -- Damage detection -- Finite element method; System failures (Engineering) -- Periodicals; Fracture mechanics -- Periodicals; Reliability (Engineering) -- Periodicals; Pannes -- Périodiques; Rupture, Mécanique de la -- Périodiques; Fiabilité -- Périodiques; Fracture mechanics; Reliability (Engineering); System failures (Engineering); Periodicals; Electronic journals; 620.112
• DOI: 10.1016/j.engfailanal.2017.04.026
• Languages: English
• ISSNs: 1350-6307

Abstract

Abstract: This paper presents a detailed investigation on the modal parameter identification and vibration based damage detection of a multiple cracked cantilever beam with hollow circular cross-section. To consider multiple crack effects, a cantilever beam including cracks is considered for six damage scenarios. Finite element models are constituted in ANSYS software for numerical solutions. The results are validated by experimental measurements. Ambient vibration tests are performed to extract the dynamic characteristics using Enhanced Frequency Domain Decomposition (EFDD) and Stochastic Subspace Identification (SSI) methods. Calculated and measured natural frequencies and mode shapes for undamaged and damaged beams are compared with each other. Automated model updating is carried out using the modal sensitivity method based on Bayesian parameter estimation to minimize the differences for damage detection. In addition, modal assurance criterion (MAC) and coordinated modal assurance criterion (COMAC) factors are obtained from the mode shapes and two set of measurements to establish the correlation between the measured and calculated values for damage location identification. Highlights: Investigation on steel cantilever beam with multiple cracks is presented. Operational modal analysis is conducted to extract the dynamic characteristics. Damage identification is studied for undamaged and damaged conditions. Automated model updating procedure is considered for damage detection.