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Energy loss in a circular-conduit bends with supercritical flow / Gubitak energije u krivini kružnog provodnika pri burnom tečenju
(Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd, 2013)
In this paper the energy loss in a circular conduit bend with supercritical flow is analyzed. Based on the test results obtained by a scale model, the energy-loss coefficient has been determined. Simple empirical relationships ...
Experimental investigation of flexural buckling of cold formed built-up stainless steel members
(Eighth International Conference on ADVANCES IN STEEL STRUCTURES, Lisbon, Portugal, July 22-24, 2015)
Stainless steel is characterized by a number of features that determine significantly different behaviour of structural members made of this material, compared to equivalent carbon steel members. These characteristics, ...
Ispitivanje svojstava materijala i sistema za unutrašnje oblaganje kupole Spomen hrama svetog Save
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, 2017)
Prema projektu, za unutrašnje oblaganje kupole Spomen hrama svetog Save predviđena je izrada mozaika. U radu su prikazani rezultati ispitivanja osnovnih fizičko-mehaničkih svojstava materijala, odabranih kao podloga za ...
Recommendations for the design of grouped headed studs
(Wiley-Blackwell, 2017)
Grouped headed studs may be successfully utilized to achieve the longitudinal shear connection between prefabricated slabs and steel beams. The behaviour of the studs and the ultimate resistance of the group were analysed ...
Construction technology and quality control of works on Atlas Capital Center / Tehnologija građenja i kontrola kvaliteta radova na primjeru objekta Atlas Capital Center
(Univerzitet u Beogradu - Fakultet organizacionih nauka, Beograd, 2012)
With the arrival of foreign investors in Montenegro, a need for application of FIDIC international conditions of contracts emerged. These conditions define in detail the rights and obligations of the contractual parties ...
Scale Modelling of the RCC Dam with Stepped Spillway / Hidraulička modelska ispitivanja brane sa stepenastim brzotokom
(Građevinski fakultet, Subotica, 2014)
Design of an RCC (roller-compacted concrete) dam had been verified using a scale model. The scale of the model was 1:40 and hydraulic parameters were scaled using Froude similarity. The aim of investigations were flood ...
Scale modeling of the Bouzina Dam flood mitigation structures
(Serbian Water Pollution Control Society, Belgrade, 2014)
The design of the RCC (roller-compacted concrete) Bouzina Dam (Batna Province, Algeria) was verified using a scale model. The length scale of the physical model was 1:40 and the hydraulic parameters were scaled applying ...
Analysis of hydrodynamic pressures in the stilling basin of an earth dam
(Serbian Water Pollution Control Society, Belgrade, 2015)
The stilling basin is one of the most frequently used energy dissipation structures due to highly-efficient energy dissipation of the main stream through the secondary turbulent flow in the hydraulic jump roller formed ...
Design for time dependant effects in precast concrete bridge girders made continuous with cast-in-place deck and diaphragm
(Czech Concrete Society, 2011)
There are many benefits when precast bridge girders are made continuous for live load, such as: lower costs, improved durability, improved structural integrity, improved ride quality, etc. Material nonlinearity of concrete ...
Primena metode zrelosti za određivanje čvrstoće betona u konstrukciji
(Društvo građevinskih konstruktera Srbije, Beograd, 2016)