Pregled bibliografske jedinice broj: 842051
A new method for structural damage detection and localization based on modal shapes
A new method for structural damage detection and localization based on modal shapes // The Fifth International Symposium on Life - Cycle Civil of Engineering Systems : Emphasis on Sustainable Civil Infrastructure . proceedings / Bakker, Jaap ; Frangopol, Dan M. ; Klass van Breugel (ur.).
Delft: CRC Press ; A.A. Balkema Publishers, 2016. str. 224-231 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 842051 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
A new method for structural damage detection and localization based on modal shapes
Autori
Duvnjak, Ivan ; Rak, Mladenko ; Damjanović, Domagoj
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
The Fifth International Symposium on Life - Cycle Civil of Engineering Systems : Emphasis on Sustainable Civil Infrastructure . proceedings
/ Bakker, Jaap ; Frangopol, Dan M. ; Klass van Breugel - Delft : CRC Press ; A.A. Balkema Publishers, 2016, 224-231
ISBN
978-1-138-02847-0
Skup
International Symposium on Life - Cycle Civil Engineering (5 ; 2016)
Mjesto i datum
Delft, Nizozemska, 16.07.2016. - 19.07.2016
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
Damage ; detection ; mode shapes ; severity ; dynamic properties ; numerical model
Sažetak
Damage assessment of structures includes estimation of location and severity of damage using changes of dynamic properties (natural frequencies, damping ratios and modal shapes) determined on undam-aged and damaged structure. The basic principle is to use dynamic properties of a structure as indicators of any change of its stiffness and/or mass. In this paper, a new method for damage detection based only on mode shape data is presented to identify damage for plate like structures. A new method is based on comparison of normalised modal shape vectors determined in undamaged and damaged state of the structure. The validity of the proposed method is demonstrated on numerical model. Accuracy of the method is analysed on nine different damage scenarios simulated by local change of elasticity modulus and change in boundary conditions.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Ustanove:
Građevinski fakultet, Zagreb