Wave energy conversion and attenuation of a floating composite-stiffness carpet as a flexible WEC-breakwater hybrid system

Harnessing wave energy through elastic-body-based systems offers a promising pathway toward improving structural survivability and reducing capital expenditure. To achieve maximum wave energy absorption, the hydroelastic motion of generalized (non-rigid-body) modes is crucial but has not been fully exploited, particularly with respect to combination of various materials. This paper proposes a floating flexible wave energy converter (WEC)-breakwater hybrid system consisting of a composite-stiffness carpet. The carpet is fabricated by assembling horizontally connected sub-elastic plates with different stiffnesses. The rigid constraint between adjacent sub-elastic plates is imposed. Multiple power take-off (PTO) units are uniformly deployed in accordance with the stiffness variation pattern that follows wave propagation direction. A mutual coupling study by combining Computational Fluid Dynamics (CFD) and Finite Element Method (FEM) is conducted to focus on the composite-stiffness configuration, stiffness gradient resolution, stiffness discontinuity location and comparison with the homogeneous carpet. Configurations with lower stiffness at facing-wave end outperform those with higher stiffness at incident end. Specifically, for the symmetric configuration with smaller stiffness at both ends, the peak conversion efficiency achieves 61.3 %, while consistently yielding conversion efficiency above 20 % over all simulated wave periods. Furthermore, the configuration featuring progressively increasing stiffness along wave propagation maintains the wave transmission coefficient below 60 % under various wave conditions. Compared with the configuration with uniform stiffness, the composite-stiffness flexible materials improve the peak efficiency and wave attenuation by up to 43.7 % and 66.7 %, respectively. Additionally, significant enhancement is demonstrated as the number of PTO units increase. Overall, the composite-stiffness flexible carpet system exhibits excellent potential for offshore power generation by triggering flexural wave resonance.

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Publication Details

Journal
Energy Conversion and Management
Published
2026-06-25
DOI
https://doi.org/10.1016/j.enconman.2026.121787
Primary Topic
Wave and Wind Energy Systems
Type
article
Field-Weighted Citation Impact
0.00

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article

Wave energy conversion and attenuation of a floating composite-stiffness carpet as a flexible WEC-breakwater hybrid system

Saishuai Dai, Atilla İncecik, Xi Zhang, Mingxin Li et al.
Energy Conversion and Management
Wave and Wind Energy Systems
article

Wave energy conversion and attenuation of a floating composite-stiffness carpet as a flexible WEC-breakwater hybrid system

Saishuai Dai, Atilla İncecik, Xi Zhang, Mingxin Li, Yong Cheng, Zhiming Yuan
article en

Abstract

Harnessing wave energy through elastic-body-based systems offers a promising pathway toward improving structural survivability and reducing capital expenditure. To achieve maximum wave energy absorption, the hydroelastic motion of generalized (non-rigid-body) modes is crucial but has not been fully exploited, particularly with respect to combination of various materials. This paper proposes a floating flexible wave energy converter (WEC)-breakwater hybrid system consisting of a composite-stiffness carpet. The carpet is fabricated by assembling horizontally connected sub-elastic plates with different stiffnesses. The rigid constraint between adjacent sub-elastic plates is imposed. Multiple power take-off (PTO) units are uniformly deployed in accordance with the stiffness variation pattern that follows wave propagation direction. A mutual coupling study by combining Computational Fluid Dynamics (CFD) and Finite Element Method (FEM) is conducted to focus on the composite-stiffness configuration, stiffness gradient resolution, stiffness discontinuity location and comparison with the homogeneous carpet. Configurations with lower stiffness at facing-wave end outperform those with higher stiffness at incident end. Specifically, for the symmetric configuration with smaller stiffness at both ends, the peak conversion efficiency achieves 61.3 %, while consistently yielding conversion efficiency above 20 % over all simulated wave periods. Furthermore, the configuration featuring progressively increasing stiffness along wave propagation maintains the wave transmission coefficient below 60 % under various wave conditions. Compared with the configuration with uniform stiffness, the composite-stiffness flexible materials improve the peak efficiency and wave attenuation by up to 43.7 % and 66.7 %, respectively. Additionally, significant enhancement is demonstrated as the number of PTO units increase. Overall, the composite-stiffness flexible carpet system exhibits excellent potential for offshore power generation by triggering flexural wave resonance.

Energy Conversion and ManagementVol. 365
University of Strathclyde (GB), Jiangsu University of Science and Technology (CN), ZTT (China) (CN)
National Natural Science Foundation of China, Natural Science Foundation of Jiangsu Province
Affordable and clean energy
Openalex Percentile: Top 8%
Wave and Wind Energy Systems
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