Version 1
: Received: 16 June 2023 / Approved: 16 June 2023 / Online: 16 June 2023 (08:20:46 CEST)
Version 2
: Received: 19 June 2023 / Approved: 19 June 2023 / Online: 19 June 2023 (08:51:39 CEST)
Tan, J.; Zhang, Y.; Zhang, L.; Duan, Q.; An, C.; Duan, M. Vibrational Responses of an Ultra-Large Cold-Water Pipe for Ocean Thermal Energy Conversion: A Numerical Approach. J. Mar. Sci. Eng.2023, 11, 2093.
Tan, J.; Zhang, Y.; Zhang, L.; Duan, Q.; An, C.; Duan, M. Vibrational Responses of an Ultra-Large Cold-Water Pipe for Ocean Thermal Energy Conversion: A Numerical Approach. J. Mar. Sci. Eng. 2023, 11, 2093.
Tan, J.; Zhang, Y.; Zhang, L.; Duan, Q.; An, C.; Duan, M. Vibrational Responses of an Ultra-Large Cold-Water Pipe for Ocean Thermal Energy Conversion: A Numerical Approach. J. Mar. Sci. Eng.2023, 11, 2093.
Tan, J.; Zhang, Y.; Zhang, L.; Duan, Q.; An, C.; Duan, M. Vibrational Responses of an Ultra-Large Cold-Water Pipe for Ocean Thermal Energy Conversion: A Numerical Approach. J. Mar. Sci. Eng. 2023, 11, 2093.
Abstract
Ultra-large cold-water pipes (CWP) may present structural instability phenomenon under complex and variable operating conditions, and the current theoretical analysis rarely takes into account the influence of multiple key parameters at the same time, resulting in some errors between the prediction results and the actual deformation behavior of the pipe. Considering this issue, this paper establishes a computational analysis model of the mechanical performance of the CWP based on the Euler-Bernoulli beam theory, considering the effect of waves, the clump weight at the bottom, internal flow and sea current, and gives a time-dependent solution of the mechanical response of the pipe with the action of multiple key parameters using the differential quadrature method (DQM). Additionally, the correctness and validity of the theoretical model are well verified by comparing the numerical solution with the theoretical results. Finally, to study the effects of operating conditions on the mechanical response of the pipe, the effects of waves, the clump weight, internal flow and sea current on the lateral deflection and maximum bending moment of the pipeline are discussed based on numerical simulation and orthogonal experimental method. The results show that changing the wave strength and internal flow velocity has little effect on the lateral deflection of the CWP, and the clump weight at the bottom can effectively suppress the lateral deflection of the pipeline, but increasing the current velocity can significantly increase the lateral deflection of the pipeline, which can lead to the instability of the pipe. Nevertheless, the effects of waves, the clump weight, internal flow and sea current on the maximum bending moment of the pipeline are basically the same, all of them increase sharply at first, and then decrease gradually until they level off, and the differences in the effects are mainly reflected in the different locations of the pipe sections. This paper suggests the design guidance of CWP in aspect of dynamic response depending on the operating condition.
Copyright:
This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
Commenter: Jian Tan
Commenter's Conflict of Interests: Author