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EC2: Design of reinforced concrete for shear
(MASE-Macedonian Association of Structural Engineers, 2003)
An overall comparison of the shear design according to EC2 (prEN 1992-1-1, July 2002.) with Yugoslav PBAB 87 is presented. Required amount of the reinforcing steel is analyzed through several levels of stressing. Changes ...
Contracting-expanding chute numerical modelling / Numeričko modeliranje brzotoka pri promeni pravca zida kanala
(Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd, 2005)
Two-dimensional (2D) open-channel flow models for contracting and expanding chutes are developed. TVD McCormack and TVD MUSCL method have been used to facilitate an easy-to-use code. The performances of the numerical models ...
Metal structures in the period from 1948 to 1998 / Metalne konstrukcije u periodu 1948-1998
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2007)
From year to year steel structures are more and frequently applied in civil engineering: for industrial halls, multi-storey buildings, sports and exhibition halls, aircraft hangars, public garages, bridges, reservoirs, ...
Numerical modeling of a steep chute with curvature in plane / Numeričko modeliranje brzotoka u krivini
(Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd, 2005)
Two-dimensional (2D) open-channel flow models for a steep chute with curvature in plane are developed. TVD McCormack and TVD MUSCL method have been used to facilitate an easy-to-use code. The performances of the numerical ...
Estimating the capacity of double side-channel spillways / Procena propusne moći dvostrukog bočnog preliva
(Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd, 2009)
A double side-channel spillway consists of two spillways, with channels joining into a common single branch, noting that for some specific site conditions such arrangements may suit better than the conventional one-side-channel ...
Service life design of concrete structures, part 1: Durability and reliability concept / Projektovanje betonskih konstrukcija prema upotrebnom veku, deo 1 - osnovni pojmovi trajnosti i pouzdanosti
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2007)
The paper deals with service life design of concrete structures, as a design approach based on reliability methods comparable to load design as we are used to have it in design codes. To do that, it is necessary to quantify ...
Microstructure and durability related properties of recycled aggregate concrete / Mikrostruktura i trajnost betona sa recikliranim agregatom
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2009)
Aspects of environmental safety, sustainable development, natural resources preservation and proper disposal of construction and demolition waste impose recycling as an important production technology of the construction ...
Long-term behavior of precast concrete girder with cast in place deck and diaphragm
(Department of Civil Engineering - Faculty of Tecnical Science, Novi Sad, 2009)
Composite precast-cast in place bridge girders made continuous for live load are very
popular solution for bridges of small to medium spans. In domain of service state of stresses,
material nonlinearity of concrete ...
Service life design of concrete structures, Part 2: Verifications for different deterioration mechanisms / Projektovanje betonskih konstrukcija prema upotrebnom veku, deo 2 - proračunski dokazi za različite deteriorizacione mehanizme
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2008)
Service life design is based on quantifying of the deterioration mechanisms of concrete structures. This paper presents the physical or chemical models for two most important deterioration mechanisms: carbonation induced ...
The influence of type and quantity of polypropylene fibers on mechanical properties of mortar and concrete / Uticaj vrste i količine polipropilenskih vlakana na mehanička svojstva kompozita tipa maltera i betona
(Savez inženjera metalurgije Srbije, Beograd, 2002)
Reinforcement of different brittle materials using fibers in order to improve their mechanical properties is an age-old concept. This concept is especially actual in the last two decades, when a large number of new fiber ...