Acta Mechanica Slovaca 2014, 18(3):14-19 | DOI: 10.21496/ams.2014.026

Proposal of Methodology and Calibration of Dynamometers for Quantification of Forces in Anchor Bolts

Miroslav Pástor1*, František Trebuňa1, František Šimčák1, Marián Buršák2, Patrik Šarga1, Ľubomír Gabáni3
1 Technical University of Košice, Faculty of Mechanical Engineering, Department of Applied Mechanics and Mechatronics, Letná 9, 042 00 Košice
2 Technical University of Košice, Faculty of Metallurgy, Department of Materials Science, Park Komenského 11, 043 85 Košice
3 U.S. Steel Košice s.r.o, Vstupný areál U. S. Steel, 044 54 Košice

Anchor bolts in heavy machines of metallurgical plants are often, from the point of view of their carrying capacity, limiting factor in increasing productivity. This paper presents some possibilities of increasing strength of anchor bolts using numerical and experimental methods of mechanics. Proposed and verified procedures allow determining the actual stress states during tightening the anchor bolts and nuts and reduce dynamic loads in bolts as well as in operating machines.

Keywords: Anchor bolts, numerical and experimental methods of mechanics, dynamometer

Published: October 31, 2014  Show citation

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Pástor, M., Trebuňa, F., Šimčák, F., Buršák, M., Šarga, P., & Gabáni, Ľ. (2014). Proposal of Methodology and Calibration of Dynamometers for Quantification of Forces in Anchor Bolts. Acta Mechanica Slovaca, 18(3-4), 14-19. doi: 10.21496/ams.2014.026
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    References

    1. Trebuňa, F., Šimčak, F., Bocko, J. (2009). Decreasing of vibration amplitudes of the converter pedestal by design changes and changes in prestress of the bolted joints, Engineering Failure Analysis, 16, p. 262-272 Go to original source...
    2. Trebuňa, F. et al. (2000). Pevnostné posúdenie kotviacich skrutiek stojana ZPO I a ich spojenia so základom. SjF TU v Košiciach.
    3. Trebuňa F. et al. (2009). Riešenie predlženia životnosti liacieho stojana s využitím záverov doterajších analýz a návrhy úprav pre predlženie životnosti liacieho stojana. SjF TU, Košice
    4. Trebuňa, F. et al. (2005). Vibration of converter pedestal, suggestions for possible structural modifications and their verification. SjF TU, Košice
    5. Kobayshi, A. S. (1993). Handbook on Experimental Mechanics, VCH Verlagsgesellschaft mbH, Weinheim, Germany.
    6. Ožbolt, J., Eligehausen, R., Periškić, G., Mayer, U. (2007). 3D FE analysis of anchor bolts with large embedment depths. In.: Engineering Fracture Mechanics. Volume: 74, Issue: 1-2, P. 168-178, ISSN: 0013-7944 Go to original source...
    7. Trebuňa, F., Šimčák, F. (2007). Príručka experimentálnej mechaniky. Typopress, Košice
    8. Trebuňa, F., Šimčák, F., Bocko, J., Trebuňa, P. (2010). Failure analysis of mechanical elements in steelworks equipment by methods of experimental mechanics. In: Engineering Failure Analysis. Vol. 17, no. 4 (2010), p. 787-801. - ISSN 1350-6307 Go to original source...
    9. Trebuňa, F., Šimčák, F., Bocko (2009). Decreasing of vibration amplitudes of the converter pedestal by design changes and changes in prestress of the bolted joints. In: Engineering Failure Analysis. Vol. 16, no. 1, p. 262-272. - ISSN 1350-6307 Go to original source...
    10. Delyová I. et al. (2014). Stress analysis of the thin-walled vessels. In: Applied Mechanics and Materials. Vol. 611, p. 273-278. - ISSN 1660-9336 Go to original source...

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