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Cavitation Resistance of TiN Nanocrystalline Coatings with Various Thickness

References Bourne N.K.: On the collapse of cavities. Shock Waves 11 (2002), pp. 447-455. Philipp A., Lauterborn W.: Cavitation erosion by single laser-produced bubbles. J. Fluid Mech. 361 (1998), pp.75-116. Hammit F.G.: Cavitation and multiphase flow phenomena. McGraw-Hill Inc. 1980. Heymann F. J.: On the time dependence of the rate of erosion due to impingement or cavitation. ASTM 408, Baltimore 1967, pp. 70-100. Bogachev I

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Coupled Finite Volume and Finite Element Method Analysis of a Complex Large-Span Roof Structure

. - Building and Environment, vol.42, pp.2530-2548. [4] Chavez M., Hajra B., Stathopoulos T. and Bahloul A. (2011): Near field pollutant dispersion in the built environment by CFD and wind tunnel simulations. - Journal of Wind Engineering and Industrial Aerodynamics, vol.99, pp.330-339. [5] Huang S. et al. (2007): Numerical evaluation of wind effects on a tall steel building by the CFD. - Journal of Constructional Steel Research, vol.63, pp.612-627. [6] Menter F.R. (2011): Turbulence modeling for engineering flows. - A

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Slurry Erosion – Design of Test Devices

References 1. Oka Y. I., Yoshida T.: Practical estimation of erosion damage caused by solid particle impact: Part 2: Mechanical properties of materials directly associated with erosion damage. Wear 259 (2005) 102-109. 2. Arora H. S., Grewal H. S., Singh H., Mukherjee S.: Zirconium based bulk metallic glass-Better resistance to slurry erosion compared to hydroturbine steel. Wear 307 (2013) 28-34. 3. Grewal H. S., Agrawal A., Singh H.: Design and development of high-velocity slurry erosion test rig using CFD

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Optimization of the Conditions of Convective Drying of Thermosensitive Materials

., M. K. ALYZHANOV, M. M. BUKENOV, B. S. FIALKOV. Matematicheskaya Model of Interaction of a Gas Stream with a Dense Bed of Bulk, VINITI, 10.01.1986, No. 228-B86. The Deposited Manuscript, 1986. [4] ALYZHANOV, M. K., E. V. MAKSIMOV, SN. K. KAPBASOV. Dewatering and drying of Iron - Ore Concentrates in the Regime of Active Interation Turbulent Gas Flow, Metallurgu - 92, Modernization of Iron and Itell Industry and New Processes of Steel Production, Cracow, 1992. [5] ALYZHANOV, M. K., D. E. DUSEMBAEV, V. G. KIM. Large - scale Formations

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Determination of Pressure Coefficient for a High-Rise Building with Atypical Ground Plan

References [1] ZHAO, X. – DING, J. M. – SUN, H. H.: Structural design of Shanghai Tower for wind loads. Procedia Engineering, Vol. 14, 2011, pp. 1759 - 1767. [2] TARANATH, B. S.: Reinforced concrete design of tall buildings, Boca Raton: CRSI/Concrete Reinforcing Steel Institute, 2010, p. 989. [3] ELSHAER, A. – GAIROLA, A. – ADAMEK, K. – BITSUAMLAK, G.: Variations in wind load on tall buildings due to urban development. Sustainable Cities and Society, Vol. 34, 2017, pp. 264 - 277. [4] KOTRASOVÁ, K. – HEGEDÜŠOVÁ, I. – HARABINOVÁ, S

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The influence of the constraint effect on the mechanical properties and weldability of the mismatched weld joints

Modelling of Weld Phenomena 2. Book 594. Edited by H. Cerjak, H. Bhadeshia. The Istitute of Materials. London. 119-137, 1995. S. A. David, Babu S. S.: Microstructure modelling in weld metal. Mathematical Modelling of Weld Phenomena 3. Edited by H. Cerjak. Book 650. The Institute of Materials. London. 151-180, 1997. H. Bhadeshia: Models for the elementary mechanical properties of steel welds. Mathematical Modelling of Weld Phenomena 3. Edited by H. Cerjak. Book 650. The Institute of Materials. London. 229-282, 1997

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Influence of Initial Porosity on Strength Properties of S235JR Steel at Low Stress Triaxiality

References 1. D. Teirlinck, F. Zok, J.D. Embury, M.F. Ashby, Fracture Mechanism Maps in Stress Space, Acta Metallurgica’ 36, 5, 1213-1228, 1988. 2. A.L. Gurson, Continuum Theory of Ductile Rupture by Void Nucleation and Growth: Part I - Yield Criteria and Flow Rules for Porous Ductile Media, Journal of Engineering Materials and Technology, Transactions of the ASME, 99, 1, 2-15, 1977. 3. V. Tvergaard, Influence of Voids on Shear Band Instabilities under Plane Strain Conditions, International Journal of Fracture

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Quality Improvement of a Safety Valve with the Use of Numerical and Experimental Studies

REFERENCES Beune, A., Kuerten, J.G.M., van Heumen, M.P.C., 2012. CFD analysis with fluid–structure interaction of opening high-pressure safety valves , Computers & Fluids 64, 108-116, DOI:10.1016/j.compfluid.2012.05.010. Bjerre, M., Eriksen, J.G.I., Andreasen, A., Stegelmann, C., Mando, M., 2017. Analysis of Pressure Safety Valves for fire protection on offshore oil and gas installations , Process Safety and Env. Protection 105, 60-68, DOI: 10.1016/j.psep.2016.10.008. Dempster, W., Alshaikh, M., 2015. An Investigation of the Two Phase Flow

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Velocity Field Characteristics at the Inlet to a Pipe Culvert

References Abt S. R., Ruff J. F., Doehring F. K. (1985) Culvert slope effects on outlet scour, Journal of Hydraulic Engineering, 111 (10), 1363-1367. Abt S. R., Ruff J. F., Doehring F.K., Donnell C. A. (1987) Influence of culvert shape on outlet scour, Journal of Hydraulic Engineering, 113 (2), 393-400. Bennett S. J., Best J. L. (1995) Mean flow and turbulence structure over fixed, two-dimensional dunes: implications for sediment transport and bedform stability, Sedimentology, 42 (3) , 491

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Economical and Safe Method of Granular Material Storage in Silos in Offshore Port Terminals

REFERENCES 1. Hotała E., Aniszczyk A.: Prototype silo structure with flaccid shell for biomass storage (in Polish). Materiały Budowlane 5 (2013) 52–54. 2. EN 1993-4-1, Eurocode 3. Design of Steel Structures. Part 4–1: Silos. Brussels: CEN, 2007. 3. Kuczyńska N., Wójcik M., Tejchman J. Effect of bulk solid on strength of cylindrical corrugated silos during filling. Journal of Constructional Steel Research 115 (2015) 1–17, DOI: 10.1016/j.jcsr.2015.08.002 4. Wójcik M., Tejchman J. Buckling analyses of metal cylindrical silos containing bulk

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