Title
Numerical and experimenatal diagnostics of buckling structural element behavior
Creator
Toumi, Noureddine Alhadi Ali, 1971-
Copyright date
2017
Object Links
Select license
Autorstvo 3.0 Srbija (CC BY 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, čak i u komercijalne svrhe. Ovo je najslobodnija od svih licenci. Osnovni opis Licence: http://creativecommons.org/licenses/by/3.0/rs/deed.sr_LATN Sadržaj ugovora u celini: http://creativecommons.org/licenses/by/3.0/rs/legalcode.sr-Latn
Language
English
Cobiss-ID
Theses Type
Doktorska disertacija
description
Datum odbrane: 25.12.2017.
Other responsibilities
mentor
Maneski, Taško, 1952-
član komisije
Ignjatović, Dragan.
član komisije
Balać, Igor, 1971-
član komisije
Anđelić, Nina, 1964-
član komisije
Buljak, Vladimir.
Academic Expertise
Tehničko-tehnološke nauke
University
Univerzitet u Beogradu
Faculty
Mašinski fakultet
Alternative title
докторска дисертација.
Publisher
[N. Toumi]
Format
XXII, 170 listova
description
Mechanical Engineering - Strength of materials
Abstract (en)
The linear buckling phenomenon is obviously a failure in the stability of structural systems. However, the performance and characteristic of any thin structural system are known to be significantly influenced by a range of buckling modes. For instance, local buckling, global buckling and distortional buckling. These buckling problems generally due to some different factors which affect the buckling behaviour and characteristic. Therefore the ultimate performance and capacity of the thin plate structural components, are effected by load, boundary conditions, material properties and structural geometry. Therefore, it is important to eliminate or delay these types of buckling problems in order to increase the capacity resistance of the structure. Nowadays, the understanding of the local and global buckling behaviour and its resistance capacity of any thin-walled plate structure is at a quite complicated. The determination of buckling resistance is an important characteristic of the design of steel structure...
Abstract (sr)
Феномен линеарног извијања је очигледно слабост структурних система у њиховој стабилности. Међутим, перформансе и карактеристика сваке танкозиде структуре значајно утичу на нежељену појаву локалног извијања, глобалног извијања и извијања при увијању. Ови проблеми извијања углавном потичу од различитих фактора који утичу на понашање структурних система и на перформансе и капацитет носивости танких структурних плоча. Такође, наведени проблеми зависе и од оптерећења, ослањања и својства материјала. Стога је важно да се елиминише могућност појаве нааведених облика извијања у циљу повећања носивости структуре. Данас, знање и разумевање локалног и глобалног понашања извијања и њене отпорности на извијање било које танкозидне структуре је на прилично захтевном нивоу због интензивних истраживања који су постигнути у овој области студија. Отпорности на извијање је важна карактеристика дизајна челичне конструкције и њу је потребно одредити...
Authors Key words
Local and global buckling, beam-column, frame structural, thin plate, finite element method, transverse and longitudinal stiffeners
Type
Tekst
Abstract (en)
The linear buckling phenomenon is obviously a failure in the stability of structural systems. However, the performance and characteristic of any thin structural system are known to be significantly influenced by a range of buckling modes. For instance, local buckling, global buckling and distortional buckling. These buckling problems generally due to some different factors which affect the buckling behaviour and characteristic. Therefore the ultimate performance and capacity of the thin plate structural components, are effected by load, boundary conditions, material properties and structural geometry. Therefore, it is important to eliminate or delay these types of buckling problems in order to increase the capacity resistance of the structure. Nowadays, the understanding of the local and global buckling behaviour and its resistance capacity of any thin-walled plate structure is at a quite complicated. The determination of buckling resistance is an important characteristic of the design of steel structure...
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