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Original scientific paper

Semi-Analytical Solution for Elastic Impact of Two Beams

Ivan ČATIPOVIĆ ; Faculty of Mechanical Engineering and Naval Architecture, University of Zagreb, Croatia
Nikola VLADIMIR   ORCID icon orcid.org/0000-0001-9164-1361 ; Faculty of Mechanical Engineering and Naval Architecture, University of Zagreb, Croatia
Smiljko RUDAN ; Faculty of Mechanical Engineering and Naval Architecture, University of Zagreb, Croatia

Fulltext: english, pdf (1 MB) pages 341-350 downloads: 215* cite
APA 6th Edition
ČATIPOVIĆ, I., VLADIMIR, N. & RUDAN, S. (2012). Semi-Analytical Solution for Elastic Impact of Two Beams. Strojarstvo, 54 (5), 341-350. Retrieved from https://hrcak.srce.hr/97945
MLA 8th Edition
ČATIPOVIĆ, Ivan, et al. "Semi-Analytical Solution for Elastic Impact of Two Beams." Strojarstvo, vol. 54, no. 5, 2012, pp. 341-350. https://hrcak.srce.hr/97945. Accessed 21 Oct. 2021.
Chicago 17th Edition
ČATIPOVIĆ, Ivan, Nikola VLADIMIR and Smiljko RUDAN. "Semi-Analytical Solution for Elastic Impact of Two Beams." Strojarstvo 54, no. 5 (2012): 341-350. https://hrcak.srce.hr/97945
Harvard
ČATIPOVIĆ, I., VLADIMIR, N., and RUDAN, S. (2012). 'Semi-Analytical Solution for Elastic Impact of Two Beams', Strojarstvo, 54(5), pp. 341-350. Available at: https://hrcak.srce.hr/97945 (Accessed 21 October 2021)
Vancouver
ČATIPOVIĆ I, VLADIMIR N, RUDAN S. Semi-Analytical Solution for Elastic Impact of Two Beams. Strojarstvo [Internet]. 2012 [cited 2021 October 21];54(5):341-350. Available from: https://hrcak.srce.hr/97945
IEEE
I. ČATIPOVIĆ, N. VLADIMIR and S. RUDAN, "Semi-Analytical Solution for Elastic Impact of Two Beams", Strojarstvo, vol.54, no. 5, pp. 341-350, 2012. [Online]. Available: https://hrcak.srce.hr/97945. [Accessed: 21 October 2021]

Abstracts
This paper presents semi-analytical solution for the problem of elastic impact of two beams. The solution is based on the finite element discretization of the structure and equation of motion solution using diagonalization method for solving a system of differential equations. This procedure avoids temporal discretization typical for numerical methods, and in this way eliminates influence of the time-step size on the solution and numerical stability problems that can occur if time step isn’t defined properly. Computer code is developed for calculation , and application of the procedure is illustrated with the case of collision of communication bridge between two floating objects and safety structure called arrestor . The results are compared to those obtained by numerical procedure using the same discretization of the structure and applying energy conservation principle. Very good agreement of the results obtained by three methods is achieved.

Keywords
Diagonalization method; Elastic impact; FEM; Semi-analytical solution

Hrčak ID: 97945

URI
https://hrcak.srce.hr/97945

[croatian]

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