Finite Element Analysis of Mooring Lines for Navigational Buoys with Attached Weights under Random Loads

Van Tuan Dao1, , Thi Diem Chi Nguyen1
1 Faculty of Civil Engineering, Vietnam Maritime University, Haiphong, Vietnam

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Abstract

This paper presents a methodology for determining the wave surface profile and the velocity components of water particles from the wave spectrum of a random sea state to calculate the loads acting on the buoy. For the calculation of mooring lines with attached weights under random loads, the finite element method (FEM) is applied. The parameters of the governing dynamic equations are identified, the Newmark method is used for time integration, and a computational program is developed. The program is verified by comparing the results of the static problem with the dynamic problem under constant loading, demonstrating the correctness of the algorithm and computation. The program is then applied to calculate mooring lines with attached weights for an actual navigational buoy subjected to wind, current, and random wave loads, demonstrating the practical applicability of the proposed approach.

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References

[1] Q. T. Chu, Finite Element Method (for postgraduate engineering students), Science and Technology Publishing House, 1997 (in Vietnamese).
[2] Q. H. Nguyen, “Calculation of single mooring lines with attached weights,” Journal of Water Resources and Environmental Engineering, no. 41, pp. 103, 2013 (in Vietnamese).
[3] V. T. Dao, “Calculation of mooring lines with suspended weights using FEM,” Journal of Transport Science and Technology, no. 7, pp. 119, 2024 (in Vietnamese).
[4] Naval Facilities Engineering Command, Design Manual 26.5  Fleet Mooring Basic Criteria and Planning Guidelines, Virginia, USA, 1985.
[5] I. E. Udoh, “Development of design tool for statically equivalent deep-water mooring systems,” A Master Thesis, Texas A&M University, 2008.
[6] E. Coaita and L. Flores, “Nonlinear analysis of structure cable truss,” International Journal of Engineering and Technology, vol. 7, no. 3, pp. 160169, 2015.
[7] J. S. Przemieniecki and D. M. Purdy, “Large deflection and stability analysis of two-dimensional truss and frame,” Technical Report, 1968.
[8] ВСП 33-01-99 МО РФ, Инструкция по расчету и проектированию плавучих якорных систем для плавучих объектов, ВМФ, Moscow, 2000.
[9] ВСП 33-02-05 МО РФ, Инструкция по расчету и проектированию плавучих рейдовых причалов, ВМФ, Moscow, 2005.
[10] ANSYS Inc, AQWA User Manual  Release 15.0, USA, 2013.