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Приказ резултата 41-50 од 2266
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. ...
Одређивање отпорности на замор асфалтних узорака ојачаних геомрежом применом методе савијања гредица у четири тачке / Determining of the fatigue resistance of a grid-reinforced asphalt concrete by using four point bending beam test
(Srpsko društvo za puteve VIA VITASerbian society for roads VIA VITA, 2018)
Флексибилне коловозне конструкције су подложне појави пукотина услед замора и термичких утицаја, а значајан проблем представља и појава рефлектованих пукотина код полукрутих коловозних конструкција или код крутих које су ...
The methodology of analysis regarding the results of interlaboratory testing / Metodologija analize rezultata međulaboratorijskih ispitivanja
(Srpsko društvo za puteve VIA-VITA, Beograd, 2009)
The paper presents the analysis of results of inter-laboratory proficiency tests performed in accordance with standard ISO 5725. The methodology for evaluation of each individual laboratory through definition of critical ...
Sandwich Plate Finite Element / Konačni element sendvič ploče
(University of Montenegro, Faculty of Civil Engineering, 2006)
As 2D plate models are capable only to determine global behaviour of laminated composites, new familly of theories based on 3D kinematics is formulated, that is Generalized Laminated Plate Theory (GLPT). Within the mentioned ...
Elasto-Plastic Analysis of Steel Beams
(Yugoslav Society of Mechanics, Belgrade, 2004)
In the modern structural design the limit state analysis of steel structure is obligatory. It is assumed that structure behave elastic until the maximum stress reaches the yield stress in the critical section. As the bending ...
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 ...
Naučna vizuelizacija u školskom prostoru i na pametnom telefonu II
(Nastava fizike : zbornik radova sa Republičkog seminara o nastavi fizike, 2017)