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Pregled bibliografske jedinice broj: 910918

Detection of cracks and casting defects in steel fiber concrete using resonant frequency


Torić Malić, Neira; Bede, Natalija; Kožar, Ivica
Detection of cracks and casting defects in steel fiber concrete using resonant frequency // ABSTRACT BOOK ICCESEN 2017 AKKURT, Iskender ; GÜNOĞLU, Kadir ; AKYILDIRIM (ur.)
Antalya, Turkey, 2017. str. 595-595 (predavanje, podatak o recenziji nije dostupan, sažetak, znanstveni)


Naslov
Detection of cracks and casting defects in steel fiber concrete using resonant frequency
(Detection of cracks and casting defects in steel fiber concrete using resonant frequency response)

Autori
Torić Malić, Neira ; Bede, Natalija ; Kožar, Ivica

Vrsta, podvrsta i kategorija rada
Sažeci sa skupova, sažetak, znanstveni

Izvornik
ABSTRACT BOOK ICCESEN 2017 AKKURT, Iskender ; GÜNOĞLU, Kadir ; AKYILDIRIM (ur.) / - , 2017, 595-595

Skup
4th International conference on computational and experimental science and engineering

Mjesto i datum
Antalya, Turkey, 4.-8.10. 2017

Vrsta sudjelovanja
Predavanje

Vrsta recenzije
Podatak o recenziji nije dostupan

Ključne riječi
Fiber reinforced concrete, resonant frequency, impulse excitation method, dynamic modulus of elasticity

Sažetak
Main aim of this work is to predict steel fiber distribution in fiber reinforced concrete (FRC), e.g. fiber segregation, with impulse excitation method. The method is based on measuring resonant frequencies of vibration in prismatic specimens excited by impact hammer. Prior to testing, specimens are exposed to X- rays in order to validate reliability of test results. Additionally, possible internal cracks and other defects are explored. The test are performed on specimens with different concrete mixtures and different known defects. Two types of acceleration transducers are used to record response signal. By use of discrete Fourier transform, acceleration in time domain is transformed into frequency domain. Further, resonant frequencies are determined as frequency response peaks. From fundamental resonant frequency dynamic modulus of elasticity of FRC is calculated according to standard ASTM C215. From the test result analyses, influence of fiber distribution and some internal defects, such as cracks, voids etc. can be observed. Since this method is non- destructive, same specimens are conducted to four point bending test and standard compression test, in order to obtain static modulus of elasticity

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo, Temeljne tehničke znanosti



POVEZANOST RADA


Ustanove
Građevinski fakultet, Rijeka