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Dive into the research topics where Dragoslav Stojić is active.

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Featured researches published by Dragoslav Stojić.


Archive | 2016

Piezoceramic Smart Aggregates for Active Monitoring of Reinforced Concrete Structures

Nemanja Marković; Dragoslav Stojić; Tamara Nestorović

Active structural health monitoring of reinforced concrete civil engineering structures using piezoceramic smart aggregates represent nondestructive evaluation techniques which is characterized by high reliability, wide frequency range, low cost, ease of use, and multifunctionality. Procedure of damage detection is based on wave propagation and used basic piezoelectric effects for smart aggregate actuators and sensors. Represented active monitoring method can detect damage that is not visible with the naked eye, damage that is in inaccessible parts of structures, and damage that cannot be caught by visual inspections. Also, during the measurement, a construction can be undisturbed used which is very important for bridges or industrial production halls. Structural health monitoring is performed by a one-dimensional and two-dimensional damage index formed using wavelet signal analysis and based on energy changes of output sensor signals. In this paper, piezoelectric smart aggregates for structural health monitoring, damage detection, and localization purpose of reinforced concrete civil engineering structures are represented.


Građevinar | 2016

Detection of damage to reinforced-concrete structures using piezoelectric smart aggregates

Dragoslav Stojić; Tamara Nestorović; Nemanja Marković; Radovan Cvetković; Nikola Stojić

The implementation of active monitoring systems to diagnose damage to reinforced concrete structures using piezoelectric smart aggregates, and based on wave propagation, ranks among the world’s most advanced research activities. Original models, with parametric analysis of the damage index variation problem, depending on the size, position and orientation of cracks, are presented in the paper. Numerical modelling of wave propagation in reinforced concrete is conducted using the explicit finite element method, which is highly effective for this purpose.


Građevinar | 2016

Otkrivanje oštećenja armiranobetonskih konstrukcija primjenom piezoelektričnih pametnih agregata

Dragoslav Stojić; Tamara Nestorović; Nemanja Marković; Radovan Cvetković; Nikola Stojic

The implementation of active monitoring systems to diagnose damage to reinforced concrete structures using piezoelectric smart aggregates, and based on wave propagation, ranks among the world’s most advanced research activities. Original models, with parametric analysis of the damage index variation problem, depending on the size, position and orientation of cracks, are presented in the paper. Numerical modelling of wave propagation in reinforced concrete is conducted using the explicit finite element method, which is highly effective for this purpose.


Facta Universitatis - Series: Architecture and Civil Engineering | 2013

Structural vehicle impact loading

Dragoslav Stojić; Stefan Conić

In contemporary design, vehicle impact into the structures is paid great attention since they can be dominant, depending on the type of structure. The key issue in the vehicle impact analysis is the proper determination of intensity and way of action of dynamic forces on the structural element and its behavior after the imparted load. The Eurocodes, in the annexes provide recommendations for determination of force intensity depending on mass and velocity of the colliding vehicle. Equivalent static loads causing approximate effects on the structural elements are used as quite approximate and efficient methods. The paper comprises the analysis of deformation of columns having the same characteristics, exposed to impact loads via the equivalent static loads, depending on the stress state in columns, and a comparative analysis has been done.


Facta Universitatis - Series: Architecture and Civil Engineering | 2006

The design of glued laminated timber footbridge structure according to Eurocodes

Dragoslav Stojić; Radovan Cvetković; Nikola Stojic

The paper presents the conceptual design of the footbridge made of laminated wood. The supporting system of the main bearing elements is made of the laminated wood in the system of arch with three joints and the bridge deck is made of the composite timber concrete structure system. The load patterns for which the dimensions of the supporting bridge structures were adopted (verified according to Eurocode) are presented.


Mechanics Research Communications | 2015

Numerical modeling of damage detection in concrete beams using piezoelectric patches

Nemanja Marković; Tamara Nestorović; Dragoslav Stojić


Facta Universitatis - Series: Architecture and Civil Engineering | 2010

Modeling of soil parameters spatial uncertainty by geostatistics

Nebojša Davidović; Verka Prolovic; Dragoslav Stojić


Facta Universitatis - Series: Architecture and Civil Engineering | 2011

Rehabilitation of buildings in winter conditions

Slavko Zdravkovic; Dragoslav Stojić; Dragana Turnić


Facta Universitatis - Series: Architecture and Civil Engineering | 2010

A comparative theoretical-experimental analysis of settlements of shallow foundations on granular soil

Nebojša Davidović; Zoran Bonić; Verka Prolovic; Biljana Mladenovic; Dragoslav Stojić


Mechanics Research Communications | 2017

Hybrid approach for two dimensional damage localization using piezoelectric smart aggregates

Nemanja Marković; Tamara Nestorović; Dragoslav Stojić; Miroslav Marjanović; Nenad Stojković

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