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Progressive failure analysis of composite laminates loaded in compression / Анализа прогресивног лома композитних ламината изложених сили притиска
(Univerzitet u Beogradu Građevinski fakultet BeogradDruštvo građevinskih konstruktera Srbije, 2022)
U ovom radu sprovedena je analiza progresivnog loma pločastih kompozitnih laminata,
opterećenih na pritisak. Hashin-ov kriterijum je korišćen prilikom određivanja inicijacije loma
laminata, dok je razvoj oštećenja ...
Augmented state estimation of urban settings using intrusive sequential Data Assimilation
(arXiv preprint arXiv:2301.11195, 2023)
A data-driven investigation of the flow around a high-rise building is per- formed combining heterogeneous experimental samples and RANS CFD. The coupling is performed using techniques based on the Ensemble Kalman Filter ...
Experimental and numerical study of structural damping in a beam with bolted splice connection
(Thin-Walled Structures, 2023)
The objective of this research is to develop a numerical model of one widely used bolted beam splice connection
that dissipates energy through structural damping. The reference experimental setup is carefully designed ...
A multi-fidelity wind surface pressure assessment via machine learning: A high-rise building case
(Elsevier, 2023)
Computational fluid dynamics (CFD) represents an attractive tool for estimating wind pressures and wind loads on high-rise buildings. The CFD analyses can be conducted either by low-fidelity simulations (RANS) or by ...
Elastic critical load of longitudinally unstiffened I-girders subjected to patch loading
(Association of Structural Engineers of Serbia, 2022)
The paper considers the elastic critical load of longitudinally unstiffened I-girders subjected to a localized load of variable length in the plane of the web. In the current regulations, the contribution of the patch ...
Influence of stiffener and flange on elastic critical load of i-girders subjected to patch loading
(MASE Macedonian Association of Structural Engineering, 2022)
The paper considers the influence of patch load length, flange thickness, and stiffener's characteristics
on the behaviour of steel plate girders subjected to patch loading in terms of elastic stability. The aim is
to ...
Shear design of circular concrete sections according to the EC2 truss model
(MASE - Macedonian Association of Structural Engineers Faculty of Civil Engineering, Blvd. Partizanski odredi No. 24 P.Box. 560, 1000 Skopje, Republic of North Macedonia, 2023)
Shear design in Eurocode 2 is generally developed for rectangular sections or T-sections that have
clearly defined tension reinforcement, concentrated in the cross-sectional tension zone, and an
unambiguous width of ...
Parametric Study of Additional Temperature Stresses in Continuously Welded Rails on Steel Truss Railway Bridges
(MDPI (Basel, Switzerland), 2023)
Additional temperature stresses in continuously welded rails (CWRs) are caused by track/bridge interaction (TBI) due to thermal actions. Exceeding permissible stresses in CWRs on the bridge can lead to track buckling or ...
Shake‑table testing of a stone masonry building aggregate: overview of blind prediction study
(Bulletin of Earthquake Engineering, 2023)
City centres of Europe are often composed of unreinforced masonry structural aggregates, whose seismic response is challenging to predict. To advance the state of the art on the seismic response of these aggregates, the ...
A Novel ANN Technique for Fast Prediction of Structural Behavior
(6th International Conference WE BUILD THE FUTURE 2022 International Construction Management Conference November 17-18, 2022, Belgrade, Serbia, 2022)
In recent decades, different concepts of machine learning (ML) have found applications in solving many engineering problems. Less time consumption in performing analyses, better optimization of the quality-price ratio and ...