Nemanja Marković
Ruhr University Bochum
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Featured researches published by Nemanja Marković.
Archive | 2016
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
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
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.
Mechanics Research Communications | 2015
Nemanja Marković; Tamara Nestorović; Dragoslav Stojić
Mechanics Research Communications | 2017
Nemanja Marković; Tamara Nestorović; Dragoslav Stojić; Miroslav Marjanović; Nenad Stojković
Structural Control & Health Monitoring | 2018
Dragoslav Stojić; Tamara Nestorović; Nemanja Marković; Miroslav Marjanović
Facta Universitatis - Series: Architecture and Civil Engineering | 2018
Nemanja Marković; Dragoslav Stojić; Radovan Cvetković; Vladimir Radojicic; Stefan Conić
Zbornik radova Građevinskog fakulteta | 2017
Dragoslav Stojić; Radovan Cvetković; Stefan Conić; Nemanja Marković
Zbornik radova Građevinskog fakulteta | 2016
Dragoslav Stojić; Radovan Cvetković; Stefan Conić; Nemanja Marković
Facta Universitatis - Series: Architecture and Civil Engineering | 2015
Radovan Cvetković; Dragoslav Stojić; Sonja Krasic; Nemanja Marković