Title
Detekcija oštećenja betona na bazi propagacije ultrazvučnih talasa za potrebe ocene stanja betonskih elemenata mostova
Creator
Stojić, Nikola D., 1978-
CONOR:
79615753
Copyright date
2020
Object Links
Select license
Autorstvo-Nekomercijalno 3.0 Srbija (CC BY-NC 3.0)
License description
Dozvoljavate umnožavanje, distribuciju i javno saopštavanje dela, i prerade, ako se navede ime autora na način odredjen od strane autora ili davaoca licence. Ova licenca ne dozvoljava komercijalnu upotrebu dela. Osnovni opis Licence: http://creativecommons.org/licenses/by-nc/3.0/rs/deed.sr_LATN Sadržaj ugovora u celini: http://creativecommons.org/licenses/by-nc/3.0/rs/legalcode.sr-Latn
Language
Serbian
Cobiss-ID
Theses Type
Doktorska disertacija
description
Datum odbrane: 15.10.2021.
Other responsibilities
Academic Expertise
Tehničko-tehnološke nauke
University
Univerzitet u Nišu
Faculty
Građevinsko-arhitektonski fakultet
Group
Katedra za materijale i konstrukcije
Alternative title
Detection of concrete damage based on ultrasonic wave propagation for assessment of concrete bridge elements condition
: doctoral dissertation
Publisher
[N. D. Stojić]
Format
IV, 246 listova
description
Biografija autora: list 243;
Bibliografija: list. 217-228.
description
Civil engineering materials and Concrete technology
Abstract (en)
During the exploitation period, the properties of reinforced concrete in structures constantly decrease, resulting in damage that directly affects serviceability of the structures. Initiation and development of damage are time-dependent phenomena accompanied by deteriorating processes, which are differently implied depending on the environment. The influence of environment is an important factor that determines type of damage and mode of propagation, and damage level depands on the exposure of structures elementsto aggresive action.
Authors Key words
beton, betonski mostovi, pouzdanost konstrukcija, detekcija oštećenja, metoda ultrazvuka
Authors Key words
concrete, concrete bridges, structural reliability, damage detection, ultrasonic method
Classification
624.012.45(043.3)
620.16(043.3)
624.21.03(043.3)
Subject
T 220
Type
Tekst
Abstract (en)
During the exploitation period, the properties of reinforced concrete in structures constantly decrease, resulting in damage that directly affects serviceability of the structures. Initiation and development of damage are time-dependent phenomena accompanied by deteriorating processes, which are differently implied depending on the environment. The influence of environment is an important factor that determines type of damage and mode of propagation, and damage level depands on the exposure of structures elementsto aggresive action.
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