Informacja

Drogi użytkowniku, aplikacja do prawidłowego działania wymaga obsługi JavaScript. Proszę włącz obsługę JavaScript w Twojej przeglądarce.

Wyszukujesz frazę "Nikolic, R. R." wg kryterium: Autor


Wyświetlanie 1-5 z 5
Tytuł:
Buckling of variable cross-sections columns in the braced and sway plane frames
Autorzy:
Nikolić, R. R.
Djoković, J. M.
Bujňák, J.
Powiązania:
https://bibliotekanauki.pl/articles/131574.pdf
Data publikacji:
2016
Wydawca:
Polska Akademia Nauk. Komisja Inżynierii Budowlanej PAN Oddział w Katowicach
Tematy:
columns
variable cross-section
buckling
structural stability
kolumny
przekrój poprzeczny
wyboczenie
stabilność strukturalna
Opis:
Columns of the variable cross-sections are used in order to decrease the costs of the structure, for the purpose of easier maintenance, or for architectural reasons. Buckling of such columns is a problem that could appear in many steel structures, and could cause the loss of the structural stability. The critical buckling loading and the effective buckling lengths of such columns are analyzed in this paper for the cases of columns in the braced frame with the fixed and the sway frame with the movable nodes. Results are presented on corresponding diagrams what enables pinpointing the exact moment at which the particular column would lose its stability. The comparison of obtained results for the two types of frames are presented, as well.
Źródło:
Roczniki Inżynierii Budowlanej; 2016, 16; 31-39
1505-8425
Pojawia się w:
Roczniki Inżynierii Budowlanej
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
The fatigue life estimate by the LEFM concept of the tube joints exposed to axial load
Autorzy:
Djoković, J. M.
Nikolić, R. R.
Bujňák, J.
Hadzima, B.
Powiązania:
https://bibliotekanauki.pl/articles/131470.pdf
Data publikacji:
2017
Wydawca:
Polska Akademia Nauk. Komisja Inżynierii Budowlanej PAN Oddział w Katowicach
Tematy:
tube joints
fatigue life
LEFM
Paris' law
złącza rurowe
trwałość zmęczeniowa
prawo paryskie
Opis:
In the tube joints the crack growth usually appears along the weld’s edge, i.e. at the spot where the chord and the brace are connected. The semi-elliptical crack the most frequently develops from the initial flaw that originated during the welding. The abrupt change in the material’s structure and response to loading are increasing the normal stresses in the lateral tube at certain spots around the crossing of the main and lateral tubes, producing the “hot spot” stress. Sensitivity to fatigue depends on combination of the cyclic loading, initial defects, environmental influences and the “hot spot” stresses which are the result of the tube walls bending during the loading of the structure. The principles of the Linear Elastic Fracture Mechanics (LEFM) are applied in this paper to analysis of the crack propagation behavior of a thin tube joints. Influence of various parameters was investigated individually and independently, and the share of the fatigue crack growth and subsequently the working life of the welded joint were estimated.
Źródło:
Roczniki Inżynierii Budowlanej; 2017, 17; 35-41
1505-8425
Pojawia się w:
Roczniki Inżynierii Budowlanej
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Analysis of the LEFM concept for interfacial cracks application to coating buckling delamination in terms of substrate elastic characteristics
Autorzy:
Djoković, J. M.
Nikolić, R. R.
Miletić, I. M.
Mićunović, M. V.
Powiązania:
https://bibliotekanauki.pl/articles/280976.pdf
Data publikacji:
2014
Wydawca:
Polskie Towarzystwo Mechaniki Teoretycznej i Stosowanej
Tematy:
coating
buckling delamination
LEFM concept
interfacial cracks
Opis:
In this paper the buckling delamination of a coating on a flat substrate in form of a straightsided blister with special attention paid to the influence of elastic characteristics of the substrate is considered. Conditions for the buckling initiation are analyzed as well as the energy release rate and mode mixity of the interface crack as functions of the difference in elastic characteristics of the coating and the substrate. The problem is discussed from the aspect of application of the linear elastic fracture mechanics (LEFM) concept for the interfacial crack. The real angle function ! of the Dundurs parameters and and the ratio of thicknesses of the two layers are used for determination of the energy release rate and the load phase angle. Both the energy release rate along the sides of the blister and the average energy release rate at the front of the blister were calculated. The results thus obtained justify the application of the LEFM concept for interfacial cracks to the considered problem.
Źródło:
Journal of Theoretical and Applied Mechanics; 2014, 52, 1; 61-69
1429-2955
Pojawia się w:
Journal of Theoretical and Applied Mechanics
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Influence of load and reinforcement content on selected tribological properties of Al/SiC/Gr hybrid composites
Autorzy:
Veličković, S.
Miladinović, S.
Stojanović, B.
Nikolić, R. R.
Hadzima, B.
Arsić, D.
Powiązania:
https://bibliotekanauki.pl/articles/111714.pdf
Data publikacji:
2018
Wydawca:
Stowarzyszenie Menedżerów Jakości i Produkcji
Tematy:
aluminum alloy
hybrid composites
silicon carbide
graphite
particles
stop aluminium
węglik krzemu
grafit
kompozyty hybrydowe
Opis:
Hybrid materials with the metal matrix are important engineering materials due to their outstanding mechanical and tribological properties. Here are presented selected tribological properties of the hybrid composites with the matrix made of aluminum alloy and reinforced by the silicon carbide and graphite particles. The tribological characteristics of such materials are superior to characteristics of the matrix – the aluminum alloy, as well as to characteristics of the classical metal-matrix composites with a single reinforcing material. Those characteristics depend on the volume fractions of the reinforcing components, sizes of the reinforcing particles, as well as on the fabrication process of the hybrid composites. The considered tribological characteristics are the friction coefficient and the wear rate as functions of the load levels and the volume fractions of the graphite and the SiC particles. The wear rate increases with increase of the load and the Gr particles content and with reduction of the SiC particles content. The friction coefficient increases with the load, as well as with the SiC particles content increase.
Źródło:
Production Engineering Archives; 2018, 18; 18-23
2353-5156
2353-7779
Pojawia się w:
Production Engineering Archives
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Comparison of analytical and the FEM method for deriving the Mode I stress intensity factor of thin-walled beams containing a crack
Autorzy:
Djoković, J. M.
Vulović, S. D.
Nikolić, R. R.
Živković, M. M.
Bujnak, J.
Powiązania:
https://bibliotekanauki.pl/articles/131642.pdf
Data publikacji:
2015
Wydawca:
Polska Akademia Nauk. Komisja Inżynierii Budowlanej PAN Oddział w Katowicach
Tematy:
cracked thin-walled beams
modeI SIF
cross-section warping
FEM
J-EDI
belka cienkościenna
współczynnik intensywności naprężeń
MES
Opis:
The problem considered in this paper is of the cracked thin-walled beams. They are subjected to combined loading by the bending moment and the axial force. The profiles with the I (H), T and U cross-sections were analyzed. The analytical method is based on application of classical expressions for Mode I SIF of such beams with taking into account the cross sections' warping. The classical expressions for SIF for the thin plate are adapted by including the reduced forces and moments characteristic for the thin-walled beams. The numerical simulation for calculating the stress intensity factor of the cracked thin-walled beams consisted of application of the Finite Element Method (FEM) by use of the J-EDI method. It is found that the Mode I SIF of cracked thin-walled beams increases with crack length increase. The conducted comparison of results obtained by application of the two methods confirms the validity of the proposed analytical expressions only for the small crack lengths.
Źródło:
Roczniki Inżynierii Budowlanej; 2015, 15; 43-51
1505-8425
Pojawia się w:
Roczniki Inżynierii Budowlanej
Dostawca treści:
Biblioteka Nauki
Artykuł
    Wyświetlanie 1-5 z 5

    Ta witryna wykorzystuje pliki cookies do przechowywania informacji na Twoim komputerze. Pliki cookies stosujemy w celu świadczenia usług na najwyższym poziomie, w tym w sposób dostosowany do indywidualnych potrzeb. Korzystanie z witryny bez zmiany ustawień dotyczących cookies oznacza, że będą one zamieszczane w Twoim komputerze. W każdym momencie możesz dokonać zmiany ustawień dotyczących cookies