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Verification of deflection according to Eurocode 2
(Wiley-Blackwell, 2017)
Code provisions for a simplified check of the long-term deflection of concrete structures are generally developed for predefined values of the relevant input parameters. Deflection calculation may be of interest to account ...
Thermoelasticity of damaged elastomers - Symmetry issues
(Institute of Physics Publishing, 2007)
The paper deals with an elastomer body having a random 3D-distribution of two phase inclusions: spheroidal mutually parallel voids as well differently oriented reinforcing parallel elastomeric stiff spheroidal short fibers. ...
Elastoplastic damage analysis of trusses subjected to cyclic loading / Elastoplastična analiza oštećenja rešetkastih nosača pri cikličnom opterećenju
(Univerzitet u Novom Sadu - Građevinski fakultet, Subotica, 2014)
In the present paper, implementation of Preisach model of hysteresis to elastoplastic analysis of trusses subjected to cyclic is shown. It is also shown that damage effects can be included in presented analysis by introducing ...
Thermoelasticity of damaged elastomers: Effective material properties / Termoelastičnost oštećenih elastomera - efektivne karakteristike materijala
(Institut za ispitivanje materijala, Beograd, 2005)
The paper deals with an elastomer body having a random 3D-distribution of ellipsoidal mutually parallel voids. By making use of Levin’s formulae effective stiffness as well as thermal expansion tensors are found numerically. ...
Experimental investigation on the seismic performance of a multicomponent system for major-hazard industrial facilities
(Proceedings of the ASME 2021 Pressure Vessels & Piping Conference PVP 2021, 2021)
Past earthquakes demonstrated the high vulnerability of industrial facilities equipped with complex process technologies leading to serious damage of the process equipment and multiple and simultaneous release of hazardous ...
Fiber finite element in nonlinear analysis of square CFT columns / Fiber konačni element u nelinearnoj analizi kvadratnih spregnutih CFT stubova
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2017)
The paper presents nonlinear analysis of square CFT columns using distributed plasticity fiber elements. Behaviour of CFT columns is nonlinear and it is necessary to include different nonlinear effects into the numerical ...
Prevođenje konkavnih kupola druge vrste u tridimenzionalne konstruktivne sisteme – prostorne rešetke
(Niš: Faculty of Architecture and Civil Engineering in Niš; Serbian Society for Geometry and Graphics (SUGIG), 2008)
Cilj istraživanja ovog rada je bio da se iznađu geometrijska rešenja za formiranje prostornih rešetki nad pravilnim poligonalnim osnovama, tako da se postigne prostorna struktura koja ispunjava zahteve rigidnosti datog ...
Redistribution effects in linear elastic analyses of continuous composite steel-concrete beams according to Eurocode 4 / Redistribucija uticaja u linearno elastičnoj analizi spregnutih kontinualnih nosača od čelika i betona prema Evrokodu 4
(Univerzitet u Nišu, Niš, 2011)
Different analytical methods, with different levels of approximations and accuracy, are available for analysis of continuous composite steel-concrete beams. The Eurocode 4 recommends few simple methods for calculation of ...
Problems of floor slab design in terms of capacity, safety and energy efficiency / Problematika projektovanja međuspratnih ploča sa aspekta nosivosti, sigurnosti i energetske efikasnosti
(Građevinski fakultet, Subotica, 2017)
This article provides information about the possibilities of design and construction floor slabs concerning three very important aspects: the capacity, safety and energy efficiency.Nowadays, in the Republic of Serbia ...
The bridge over the Danube by Beska, Serbia conception design, the purchased work on the international competition
(MASE, 2003)
The conception design of the bridge over the Danube by Beska near Novi Sad, presents the
purchased work on the international competition. According to the conditions of the competition the new bridge should be constructed ...