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The importance of prediction methods in industry 4.0 on the example of steel industry

quality in the casting process – case study. In: METAL 2017: 26th Anniversary International Conference on Metallurgy and Materials, Ostrava: Tanger, pp. 2127. Gajdzik, B. (2018). Models of production function for the steel industry after restructuring process with forecasts and scenarios of changes in volume of steel production. Gliwice: The Silesian University of Technology. Gajdzik, B. (2017). Prognostic modeling of total global steel production. Metalurgija 1-2 (56), pp. 279-282. Gajdzik, B. (2013). The road of Polish steelworks towards market

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Calculation of Welding Trusses Overlap Joints Made of Rectangular Hollow Sections

structures. Vol. 1. Polish Technological Editor. Rzeszow 2009. [in Polish] 5. BS ISO 14346 Welding - Static design procedure for hollow section joints. Draft 2011. 6. PACKER J.A., HENDERSON J.E.: Hollow Structural Section Connections and Truss - A Design Guide. Second Edition. Canadian Institute of Steel Construction. Toronto 1997. 7. PACKER J.A., WARDENIER J., ZHAO X.-L., van der VEGTE G.J., Kurobane Y.: Design guide for rectangular hollow section (RHS) joints under predominantly static loading. LSS Verlag. CIDECT. 2009

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Investigating the Effect of the Number of End-Panel Studs on the Seismic Properties of Cold-Formed Light-Steel Shear-Panel Braces

References 1. AISI, Standard for cold-formed steel framing - prescriptive method for one and two family dwellings 2001, American Iron and Steel Institute: Washington, D.C. 2. AISI, North American specification for the sesign of cold-formed steel structural members. 2001, American Iron and Steel Institute: Washington, D.C. 3. AISI, Standard for cold-formed steel framing - General provisions. 2004, American Iron and Steel Institute: Washington, D.C. 4. AISI, Standard for cold-formed steel framing

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Partial Factors in Modelling of Steel Structures Reliability According to Eurocodes / Współczynniki Częściowe W Eurokodowym Modelu Niezawodności Konstrukcji Stalowych

References 1. PN-EN 1990:2004. Basis of structural design [in Polish]. 2. Biegus A.: Probabilistic analysis of steel structures, Wydawnictwo Naukowe PWN, Warszawa-Wrocław 1999 [in Polish]. 3. Gwóźdź M., Machowski A., Żwirek P.: Selected problems of reliability of steel skeletal building structures, Wydawnictwo Politechniki Krakowskiej, Kraków 2013 [in Polish]. 4. PN-EN 1993-1-1:2006: Design of steel structures - Part 1-1: General rules and rules for buildings [in Polish]. 5

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“Can the Tower be Retained”

Abstract

This paper focuses on the analysis of two towers of an industrial plant exhibiting extreme deflection during service loads under heavy wind conditions. The towers are 90 m and 35 m in height, respectively and are interconnected with structural steel operating platforms.

The nuts have flown off at some bolted joints in the interconnecting steel structure due to high stress induced by deflections.

The deflections measured at the structural steel towers had nearly twice the value permitted by the respective standard in the case of the 90 m high tower and approached the value permitted by the standard in the case of the 35 m high tower.

The herein detailed complex study - covering the strength analysis of the towers, the analysis of wind effects, and the review of the foundations - has been elaborated in order to determine the causes and consequences of the experienced deflections at the plant as well as to conclude the eventual actions to be taken.

The primary consideration for the conduction of the tests and analyses the determination of the eventual actions to be taken was to retain the towers and not to have them demolished.

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Plasma Nitriding as a Prevention Method Against Hydrogen Degradation of Steel

References Y. Archakov, Vodorodoustojchivost stali, Metallurgia, Moskva, 1978. E. Łunarska, O. Czerniajewa, A. Nakonieczny, Influence of surface treatments on 40HM steel resistance to general, pitting and stress corrosion, Surface Engineering 4 (2000) 12-19, (in Polish). E. Łunarska, J. Michalski, Hydrogen behavior in the iron surface layer modified by plasma nitriding and ion boronising, Werkstoffe und Korrosion 51 (2000) 1-9. P. Kula, The comparison

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Experimental Behaviour of Steel Tubular Columns for Varying in Filled Concrete

”, International Journal of Earth Science and Engineering 05: 50-61, 2013. 4. Dong J.F.,Wang Q.Y., “Structural behaviour of recycled aggregate concrete filled steel tube columns strengthened by CFRP”, Engineering Structures 48: 532-542, 2012. 5. Ganesh Prabhu G., Sundarraja M.C., “Behaviour of concrete filled steel tubular (CFST) short columns externally reinforced using CFRP strips composite”, Construction and Building Materials 47: 1362-1371, 2013. 6. Georgios Giakoumelis, Dennis Lam, “Axial capacity of circular concrete-filled tube columns”, Journal of

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The Assessment of the Slip Influence on the Deflection of the Steel Plate-Concrete Composite Beams

Deflection of Steel-Concrete Composite Beams under Negative Bending, Journal of Structural Engineering, 11/2004. 6. Nie J., Cai C. S.: Steel-Concrete Composite Beams Considering Shear Slip Effects, Journal of Structural Engineering, Vol. 129, No. 4, April 2003, pp. 495-506. 7. EN 1994-1-1:2008 Design of composite steel and concrete structures. General rules and rules for buildings. 8. Johnson R. P.: Composite Structures of Steel and Concrete. Volume 1. Beams, Columns, Frames and Applications in Building, Crosby Lockwood

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Mechanical Properties of Ferritic Martenstic Steels: A Review

REFERENCES [1] Smith, R., Fast reactor progress—slow but sure, Progress in Nuclear Energy. 1987, vol. 20, 2, pp. 71-88. [2] Kittel, J., Frost, B., Mustelier, J., Bagley, K., Crittenden, G., and Van Dievoet, J., History of fast reactor fuel development, Journal of nuclear materials. 1993, vol. 204, pp. 1-13. [3] Klueh, R., and Nelson, A., Ferritic/martensitic steels for next-generation reactors, Journal of Nuclear Materials. 2007, vol. 371, 1-3, pp. 37-52. [4] Raj, B., and Vijayalakshmi, M., Ferritic steels and advanced ferritic

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Proposal for the Assessment of Steel Truss Reliability Under Fire Conditions

References 1. PN-EN 1993-1-2 Eurocode 3: Design of steel structures. Part 1-2: General rules - Structural fire design 2. PN-EN 1991-1-2 Eurocode 1: Action on structures. Part 1-2: General actions - Action on structures exposed to fire. 3. PN-EN 1993-1-1 Eurocode 3: Design of steel structures. Part 1-1: General rules and rules for buildings. 4. Gwoźdź M., Machowski A., The selected studies and calculations of building structures by probabilistic methods, Politechnika Krakowska, Krakow, 2011 [in

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