Paper-Conference

Quantitative Techniques for Assessing Fatigue Damage After Failure
A significant quantity of the fatigue life studies and a considerable number of fracture investigations have been carried out to …
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Risk Analysis of Pipeline Branch in Hydro Power Plant PerućIca Based on Fracture Mechanics and Structural Integrity Approach
After regular monitoring of pipelines in hydro power plant “Perućica” in Montenegro in 2024 by NDT (VT, MT, UT), focus was on defects …
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Risk Analysis of Pipeline Inlet Elbows in Hydro Power Plant PerućIca Based on Fracture Mechanics and Structural Integrity Approach
Hydro power plant “Perućica” in Montenegro has been monitored in 2024 by NDT (Ultrasonic testing – UT, and magnetic particles - MT) …
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Risk Assessment Matrix for Complex Helicopter Operations
Ensuring safety in helicopter missions requires robust and systematic risk management, given the complex and dynamic nature of flight …
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Selection of the Spatial Structure of a Personalized Implant to Fill a Bone Defect in the Mandible – Preliminary Studies
The primary function of the stomatognathic system, encompassing the maxilla and mandible, is mastication. In oncology patients …
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Simulation-Based Evaluation of Thin-Walled Beam Strength
The aim of the study was to assess the load-bearing capacity of a perforated thin-walled beam cooperating with a particleboard in a …
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Structural Integrity and Durability Optimization of Waam Carbon Steel Elements for Fatigue-Sensitive Components
Recent studies have advanced the integration of Wire Arc Additive Manufacturing (WAAM) with structural optimization; however, fatigue …
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Variation of the Shear Force From a Cantilever Beam Loaded With a Linearly Distributed Load With Intensity at the Free End of the Beam – Part I, Symmetrical Cross-Section
The beam-column connection is an important structural element in frame structures. For the past six decades, it has held the interest …
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Variation of the Shear Force From a Cantilever Beam Loaded With a Linearly Distributed Load With Intensity at the Free End of the Beam – Part II, Asymmetrical Cross-Section
The seismic response of framed structures is often accompanied by sudden failure caused by the exhaustion of shear stresses in the …
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