Title
Istraživanje uticaja oštećenja i pouzdanost direktno zavarenih veza elemenata rešetkastih nosača od šupljih čeličnih profila
Creator
Milošević, Marko, 1987-
CONOR:
83833097
Copyright date
2023
Object Links
Select license
Autorstvo-Nekomercijalno-Bez prerade 3.0 Srbija (CC BY-NC-ND 3.0)
License description
Dozvoljavate samo preuzimanje i distribuciju dela, ako/dok se pravilno naznačava ime autora, bez ikakvih promena dela i bez prava komercijalnog korišćenja dela. Ova licenca je najstroža CC licenca. Osnovni opis Licence: http://creativecommons.org/licenses/by-nc-nd/3.0/rs/deed.sr_LATN. Sadržaj ugovora u celini: http://creativecommons.org/licenses/by-nc-nd/3.0/rs/legalcode.sr-Latn
Language
Serbian
Cobiss-ID
Theses Type
Doktorska disertacija
description
Datum odbrane: 18.12.2023.
Other responsibilities
Academic Expertise
Tehničko-tehnološke nauke
University
Univerzitet u Nišu
Faculty
Građevinsko-arhitektonski fakultet
Group
Katedra za tehničku mehaniku i teoriju konstrukcija
Alternative title
Research of damage influence and reliability of the directly welded connection elements of trusses made of steel hollow sections
Publisher
[M. B. Milošević]
Format
170 listova
description
Biografija autora: list [171].
Bibligrafija: list. 156-163.
description
Metal Constructions
Abstract (en)
Damage of steel profiles affects the performance of steel constructions, which may lead to the damage of other structural and non-structural parts of the building and compromise the functioning and safety of the structure. Knowledge of the steel structure damage processes and mechanisms is important for the durability of steel structures. This paper presents the numerical and experimental analyses of type “Y” joint behavior of truss beams in plane loaded by an axial force, with a special accent on the damage effects, as well as reliability analysis of the directly welded connections with damage.
Authors Key words
Steel joints, experimental analysis, numerical analysis, truss beams, RHS and SHS sections, damage, reliability
Authors Key words
Čelične veze, eksperimentalna analiza, numerička analiza, rešetkasti nosači, RHS i SHS profili, oštećenja, pouzdanost
Classification
624.014.27(043.3)
Subject
Т 220
Type
Tekst
Abstract (en)
Damage of steel profiles affects the performance of steel constructions, which may lead to the damage of other structural and non-structural parts of the building and compromise the functioning and safety of the structure. Knowledge of the steel structure damage processes and mechanisms is important for the durability of steel structures. This paper presents the numerical and experimental analyses of type “Y” joint behavior of truss beams in plane loaded by an axial force, with a special accent on the damage effects, as well as reliability analysis of the directly welded connections with damage.
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