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Fiber reinforcement mortars and concretes: The possibilities of improvement physical - mechanical properties / Mikroarmirani malteri i betoni - mogućnost poboljšanja fizičko-mehaničkih svojstava
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2006)
Basic properties of fiber reinforcement mortar and concrete type composites have been represented in the paper. The results of authors' own laboratory testing of two concrete types as well as two mortar types are shown. ...
Contribution to analysis of composite steel and concrete columns / Prilog proračunu spregnutih stubova od čelika i betona
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2011)
In the paper, design of composite steel-concrete column according to Eurocode 4 is illustrated on detailed numerical example. The theoretical foundations of the Eurocode 4 design procedure is explained before, in the paper ...
Geotechnical causes of damages for the Parliament building in Belgrade / Geotehnički uzroci oštećenja Doma Narodne skupštine u Beogradu
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2011)
The Parliament building of the Republic of Serbia is one of the biggest and most beautiful cultural monuments in Serbia from the first half of 20th century. Right now, there are numerous structural damages over the building. ...
Uticaj dodataka polipropilenskih vlakana na smanjenje skupljanja i fisuraciju kompozita tipa maltera i betona
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2002)
Rail defects due to rolling contact fatigue / Šinski defekti usled zamora materijala
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2011)
Dynamic load on modern railways is increasing with speed, traffic and axle load. Defects due to rolling contact fatigue are becoming more expressed because of high wheel/rail contact stress. Rail grinding removes the ...
Influence of polypropylene fibers addition on adhesion between mortar and base material / Uticaj dodatka polipropilenskih vlakana na atheziju maltera za podlogu
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2001)
The results of own experimental explorations conducted in order to determine adhesion of mortar made with addition of polypropylene fibers are presented in this paper. The priciest concrete plates were used as a base ...
Structural analyses of concrete structures concerning long-term effects / Efekti dugotrajnog opterećenja na ponašanje betonskih konstrukcija
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2008)
Concrete is multi-component material that expresses complex rheological properties, that is viscous-elastic-plastic and aging material. As in statical treatment the linear elastic analyses was preformed in case of concrete ...
Experimental and theoretical analysis of timber: Concrete composite beams with mechanical connectors / Eksperimentalna i teorijska analiza spregnutih nosača drvo-beton izvedenih mehaničkim spojnim sredstvima
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2004)
Common needs of contemporary civil engineering put forward for constructors and architects more complex demands in the applications of new materials as well as optimal use of traditional engineering materials, with the use ...
Ispitivanje različitih tipova maltera spravljenih na bazi opekarskog loma
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2002)
In this paper the results of own experimental testing conducted on mortar specimens made with crushed brick aggregate are presented. Certain specimen series were made with addition of monofilament polypropylene fibers. ...
Application an numerical stress integration of elasto-plastic models for soils in the analysis of geotechnical structures / Primena numeričke integracije napona kod elastoplastičnih modela za tlo u analizi geotehničkih konstrukcija MKE
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2008)
In terms of analysis, the geotechnical structures are one of the most complex structures. Because of interaction, the deformations of the structure and soil displacement significantly influence the distribution of pressures ...