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Elastic critical load of the web of I-girders subjected to patch loading
(Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 13-15.maj 2021, Aranđelovac, 2021, 473-482, 2021)
The paper considers the elastic critical (buckling) load of steel I-girders subjected to patch loading in the plane of the web. The analysis of the influence of the load length and thickness of the flange on the elastic ...
Penalty method for 1d problem of two rods with basic concepts of contact mechanics of frictionless contact
(Contemporary achievements in civil engineering 22-23. April 2021. Subotica, SERBIA,8th INTERNATIONAL CONFERENCE, 2021)
Problems involving contact are of great importance in industry related to
mechanical and civil engineering, but also in biomechanics and other applications. The
contact interaction between surfaces in a bolted splice ...
Probabilistic first-ply failure analysis of composite laminates / Probabilistička analiza početnog loma kompozitnih laminata
(Univerzitet u Beogradu Građevinski fakultetDruštvo građevinskih konstruktera Srbije, 2021)
U ovom radu sprovedena je analiza inicijacije loma laminatne kompozitne ploče, koristeći slojeviti konačni element zasnovan na Redijevoj slojevitoj teoriji ploča. Sračunato je granično opterećenje na osnovu nekoliko ...
Application of Arduino Platform for Measuring Mechanical Vibrations
(University of Belgrade Faculty of Civil Engineering, 2021)
This paper presents the usage of open source hardware and software for measuring mechanical vibrations. The process of constructing the vibration measurement system including the Arduino UNO R3 ATmega328P microcontroller ...
Vibration serviceability assessment of a stress-ribbon footbridge
(Department for Civil Engineering and Geodesy, Faculty of Technical Sciences, University of Novi sad, 2023)
With advancements in structural modelling and construction techniques, contemporary footbridges have become increasingly susceptible to vibrations induced by human activities, such as walking, jogging and jumping. This ...
Diagrams for stress and deflection prediction in cross-laminated timber (CLT) panels with non-classical boundary conditions
(University of Banja Luka, Faculty of Architecture, Civil Engineering and Geodesy, 2020)
Invention of cross-laminated timber (CLT) was a big milestone for building with wood. Due to novelty of CLT and timber’s complex mechanical behavior, the existing design codes cover only rectangular CLT panels, simply ...
Effects of material uncertainties on vibration performance cross laminated timber floors / Uticaj nepouzdanosti materijala na vibracije tavanica od unakrsno lameliranog drveta
(Univerzitet u Beogradu Građevinski fakultetDruštvo građevinskih konstruktera Srbije, 2021)
Variety of wood species and complexity of their structure make the reliable material properties of cross-laminated timber (CLT) difficult to obtain, which can lead to inaccurate prediction of CLT behavior. Due to high ...
Continuous Composite Steel Concrete Beams with Partial Shear Connection
(8th INTERNATIONAL CONFERENCE Contemporary achievements in civil engineering, Subotica, Serbia, 2021)
The paper presents the calculation of continuous composite steel-concrete
beams with a partial shear connection and ductile shear connectors. The algorithm for
determining the ultimate load as a function of shear resistance ...
Damage of masonry buildings during earthquakes and retrofitting and strengthening examples from practice
(12th International Conference Assessment, Maintanance and Rehabilitation of Structures, 2022)
Masonry buildings constitute a major fraction of the building stock in Serbia and other countries in the region, and they are highly exposed to the earthquakes and affected due to their vulnerability to seismic effects. ...
Elastic critical load of stiffened I-girders subjected to patch loading
(8th INTERNATIONAL CONFERENCE Contemporary achievements in civil engineering, Subotica, Serbia, 2021, 153-161, 2021)
Summary: The paper considers the elastic critical load of the isolated web plate and steel
I-girders subjected to patch loading. The girder without transverse stiffeners in the load
application zone, but with longitudinal ...