Assessing the need for rope replacement in crane lifting equipment after change of crane operational parameters

• Autorzy: Kuľka J. , Mantič M. , Kopas M. , Faltinová E.

Identyfikatory

DOI

10.12913/22998624/71180

• Języki publikacji: EN

Abstrakty

EN

This article describes a specific analysis and evaluation process of a foundry crane installed in a steel mill. The main task was to analyse the possibility of increasing the lifting speed of the crane in order to improve the efficiency of the production process. The condition of the steel supporting structure of the given foundry crane was assessed by means of the performed experimental measurements and calculations. The present article describes the special experimental/analytical methodology for the evaluation of the crane steel construction and lifting and travelling mechanisms. Furthermore, the required modifications of the individual crane construction parts are explained.

Słowa kluczowe

EN

foundry bridge crane; dynamic response of construction; residual durability

• Wydawca: Lublin University of Technology ; Polish Society of Ecological Engineering (PTIE), Branch of PTIE in Lublin
• Czasopismo: Advances in Science and Technology. Research Journal
• Rocznik: 2017
• Tom: Vol. 11, no 2
• Strony: 226--230
• Opis fizyczny: Bibliogr. 13 poz., fig.

Twórcy

autor

Kuľka J.

• Technical University of Košice, Faculty of Mechanical Engineering, Department of Constructional, Automotive and Transport Engineering, Letná č. 9, 04022 Košice, Slovakia

autor

Mantič M.

• Technical University of Košice, Faculty of Mechanical Engineering, Department of Constructional, Automotive and Transport Engineering, Letná č. 9, 04022 Košice, Slovakia

autor

Kopas M.

• Technical University of Košice, Faculty of Mechanical Engineering, Department of Constructional, Automotive and Transport Engineering, Letná č. 9, 04022 Košice, Slovakia

autor

Faltinová E.

• Technical University of Košice, Faculty of Mechanical Engineering, Department of Constructional, Automotive and Transport Engineering, Letná č. 9, 04022 Košice, Slovakia

Bibliografia

• 1. Debski H., Koszalka G., Ferdynus M. Application of fem in the analysis of the structure of a trailer supporting frame with variable operation parameters. Eksploatacja i Niezawodnosc. Maintenance and Reliability. 14( 2), 107-113.
• 2. Eurocode 3: Design of steel structures. Part 1-9: Fatigue.
• 3. Gajdoš I., Slota J., Spišák E., Jachowicz T., Tor-Świątek A. Structure and tensile properties evaluation of samples produced by Fused Deposition Modeling. Open Engineering 2016, 1, 6, 86-89.
• 4. ISO 4301/1 (Cranes and lifting appliances. Classification).
• 5. ISO 4308/1 (Cranes. Selection of wire ropes. Part 1: General).
• 6. STN 27 0103 Navrhovanie oceľových konštrukcií žeriavov. Výpočet podľa medzných Stavov.
• 7. Kmet S., Stanova E., Fedorko G., Fabian M., Brodniansky J. Experimental investigation and finite element analysis of a four-layered spiral strand bent over a curved support. Eng. Struct. 57 (2013) 475–483.
• 8. Michalik P., Zajac J., Hatala M., Mital D., Fecova V. Monitoring surface roughness of thin-walled components from steel C45 machining down and up milling. Measurement. 58 (2014) 416–428. doi:10.1016/j.measurement.2014.09.008.
• 9. Mlcak T., Necas J., Hrbac R. Devices for Optimizing Operation of Traction Drive Units. In: Drapela, J and Machacek, J (Ed.), Proc. 13TH Int. Sci. Conf. Electr. POWER Eng. 2012, VOLS 1 2, VSB-TU Ostrava, FEECS, dept electr power eng, 17. Listopadu 15, Ostrava, 70833, Czech republic, 2012: 1103–1105.
• 10. Molnár V., Boroška J., Dečmanová J. Mechanical properties of steel rope wires -– quality test assurance. Acta Montan. Slovaca. 15 (2010) 23–30.
• 11. Peterka P., Krešák J., Kropuch S., Fedorko G., Molnar V., Vojtko M. Failure analysis of lifting steel wire rope. Eng. Fail. Anal. 45 (2014) 96–105. doi:10.1016/j.engfailanal.2014.06.005.
• 12. Stanova E., Fedorko G., Kmet S., Molnar V., Fabian M. Finite element analysis of spiral strands with different shapes subjected to axial loads. Adv. Eng. Softw. 83 (2015) 45–58. doi:10.1016/j.advengsoft.2015.01.004.
• 13. STN 27 0101 Žeriavy. Navrhovanie oceľových konštrukcií žeriavov.

Uwagi

Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę (zadania 2017)