Wei Li
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Wei Li has a total of 10 co-authors. Here are the top co-authors by number of shared publications:
- Dayong Zhang
School of Chemical Engineering, Ocean and Life Sciences, Dalian University of Technology, Panjin 124221, China
1 shared publication - Guojun Wang
School of Chemical Engineering, Ocean and Life Sciences, Dalian University of Technology, Panjin 124221, China
1 shared publication - Kuankuan Wu
School of Chemical Engineering, Ocean and Life Sciences, Dalian University of Technology, Panjin 124221, China
1 shared publication - Shuzhao Li
CNOOC Research Institute Co., Ltd., Beijing 100028, China
1 shared publication - Sichong Ma
School of Chemical Engineering, Ocean and Life Sciences, Dalian University of Technology, Panjin 124221, China
1 shared publication - Ya Guo
Ship Standardization Center, China Institute of Marine Technology & Economy, Beijing 100081, China
1 shared publication
Latest Publications
- Open Access
Experimental Study on the Growth Pattern and Flexural Strength Characteristics of Rafted Ice
As a critical factor in ice load calculation for marine structures in cold regions, the growth mechanism and mechanical properties of rafted ice urgently require clarification. This study systematically investigated the growth patterns and flexural strength characteristics of rafted ice through laboratory-prepared specimens. Experimental results indicate that the thickness of rafted ice exhibits a negative correlation with both ambient temperature and initial ice thickness during growth. Due to the higher porosity of its frozen layer, the density of rafted ice decreases by approximately 8% on average compared to single-layer ice. Three-point bending tests demonstrate that, under the combined effect of high tensile strength in the lower ice layer and energy absorption by the porosity of the frozen layer, the flexural strength of rafted ice ranges from 1.12 to 1.34 times that of single-layer ice.
Open AccessExperimental Study on the Growth Pattern and Flexural Strength Characteristics of Rafted Ice
As a critical factor in ice load calculation for marine structures in cold regions, the growth mechanism and mechanical properties of rafted ice urgently require clarification. This study systematically investigated the growth patterns and flexural strength characteristics of rafted ice through laboratory-prepared specimens. Experimental results indicate that the thickness of rafted ice exhibits a negative correlation with both ambient temperature and initial ice thickness during growth. Due to the higher porosity of its frozen layer, the density of rafted ice decreases by approximately 8% on average compared to single-layer ice. Three-point bending tests demonstrate that, under the combined effect of high tensile strength in the lower ice layer and energy absorption by the porosity of the frozen layer, the flexural strength of rafted ice ranges from 1.12 to 1.34 times that of single-layer ice.
- Open Access
- 21 May 2025
- Published by MDPI AG in Journal of Marine Science and Engineering
- Vol. 13 (5) , 1000
Inversion Method Based on Temporal Convolutional Networks for Random Ice Load on Conical Offshore Platforms
The randomness and complexity of ice loads present major challenges to the safety and stability of offshore platforms. Traditional methods for identifying ice loads often lack accuracy and adaptability under changing environmental conditions. This study proposes a novel inversion method based on Temporal Convolutional Networks (TCNs), integrating finite element simulation with deep learning to effectively identify random ice loads. A random ice load model is first developed, and its dynamic characteristics are validated through finite element analysis. The TCN model is then applied to capture the time-dependent features of ice loads. To improve the model’s generalization ability, its hyperparameters are optimized using particle swarm optimization (PSO). The results show that the TCN model achieves goodness-of-fit (R2) values of 0.821 and 0.808 on the training and test sets, respectively, indicating strong predictive performance. Under different ice thickness and velocity conditions, the model achieves R2 values close to 0.99, demonstrating high robustness. This work represents the first application of TCN to ice load identification. By combining it with simulation data, we offer a high-precision, data-driven approach for dynamic load identification, enhancing the efficiency and reliability of safety assessments for conical offshore platforms.
- 21 May 2025
- Published by MDPI AG in Journal of Marine Science and Engineering
- Vol. 13 (5) , 1000
Open AccessInversion Method Based on Temporal Convolutional Networks for Random Ice Load on Conical Offshore Platforms
The randomness and complexity of ice loads present major challenges to the safety and stability of offshore platforms. Traditional methods for identifying ice loads often lack accuracy and adaptability under changing environmental conditions. This study proposes a novel inversion method based on Temporal Convolutional Networks (TCNs), integrating finite element simulation with deep learning to effectively identify random ice loads. A random ice load model is first developed, and its dynamic characteristics are validated through finite element analysis. The TCN model is then applied to capture the time-dependent features of ice loads. To improve the model’s generalization ability, its hyperparameters are optimized using particle swarm optimization (PSO). The results show that the TCN model achieves goodness-of-fit (R2) values of 0.821 and 0.808 on the training and test sets, respectively, indicating strong predictive performance. Under different ice thickness and velocity conditions, the model achieves R2 values close to 0.99, demonstrating high robustness. This work represents the first application of TCN to ice load identification. By combining it with simulation data, we offer a high-precision, data-driven approach for dynamic load identification, enhancing the efficiency and reliability of safety assessments for conical offshore platforms.