Liang Sun
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Previous Organizations / Institutes
The organizations / institutes from the scholar's other articles in the past ten years
Research Subjects
Liang Sun has a total of 81 co-authors. Here are the top co-authors by number of shared publications:
R. Eatock Taylor
Department of Engineering Science, University of Oxford, Oxford OX1 3PJ, UK
5 shared publications- Mingsheng Chen
School of Naval Architecture, Ocean and Energy Power Engineering, Wuhan University of Technology, Wuhan 430063, China
3 shared publications P.H. Taylor
3 shared publicationsBin Teng
2 shared publications- Bin Teng
State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China
2 shared publications Fen Li
2 shared publications
Latest Publications
- Open Access
Rapid and Accurate Prediction of Fluvial Floods in Temporal and Spatial Dimensions by a Deep Residual Network Model with Squeeze-and-Excitation Attention
Frequent flooding induced by climate change has been posing growing threats to human lives and property worldwide. Most of 2D and 3D physics-based hydrodynamic (PBH) models are generally too time-consuming to support decision-makers to react in time during an urgent flood event. Therefore, highly efficient and accurate flood inundation prediction models are urgently needed to improve emergency response capabilities. In this paper, a novel model based on a 1D deep residual neural network with Squeeze-and-Excitation (ResNet-SE) attention is proposed for fast forecasting dynamic evolution of 2D fluvial flood inundation. Different from widely-used 2D image-oriented DL models, our model directly consumes original 1D nodal hydraulic output vectors from TELEMAC-2D, avoiding interpolation errors introduced by mesh rasterization. The results of the well-trained ResNet-SE model compare with those from the TELEMAC-2D and a convolutional neural network (CNN) model. As indicated by several quantitative assessment matrices, the present model outperforms CNN model and conforms closely to the TELEMAC-2D in high precision. Furthermore, we demonstrate that ResNet34-SE (34 layers) stands out distinctly among ResNet-SEs of 18 and 50 layers in flood inundation prediction. The average and metrics of ResNet34-SE under three unseen flood events reach 0.04623 m and 0.08052 m in water depth prediction. As for spatial flood extent assessment, this model also delivers impressive performance, with the average , , , and scores reaching 96.92%, 99.69%, 98.28%, and 98.55%, respectively. Furthermore, current deep-learning (DL) model achieve a speedup of 300 to 400 times over traditional PBH models, enabling the generation of 24-h flood evolution maps within seconds. The proposed ResNet-SE model demonstrates good simulating accuracy of fluvial flood dynamics for proactive emergency warning systems and flood risk mitigation planning within the Lushui River basin.Open AccessRapid and Accurate Prediction of Fluvial Floods in Temporal and Spatial Dimensions by a Deep Residual Network Model with Squeeze-and-Excitation Attention
Frequent flooding induced by climate change has been posing growing threats to human lives and property worldwide. Most of 2D and 3D physics-based hydrodynamic (PBH) models are generally too time-consuming to support decision-makers to react in time during an urgent flood event. Therefore, highly efficient and accurate flood inundation prediction models are urgently needed to improve emergency response capabilities. In this paper, a novel model based on a 1D deep residual neural network with Squeeze-and-Excitation (ResNet-SE) attention is proposed for fast forecasting dynamic evolution of 2D fluvial flood inundation. Different from widely-used 2D image-oriented DL models, our model directly consumes original 1D nodal hydraulic output vectors from TELEMAC-2D, avoiding interpolation errors introduced by mesh rasterization. The results of the well-trained ResNet-SE model compare with those from the TELEMAC-2D and a convolutional neural network (CNN) model. As indicated by several quantitative assessment matrices, the present model outperforms CNN model and conforms closely to the TELEMAC-2D in high precision. Furthermore, we demonstrate that ResNet34-SE (34 layers) stands out distinctly among ResNet-SEs of 18 and 50 layers in flood inundation prediction. The average and metrics of ResNet34-SE under three unseen flood events reach 0.04623 m and 0.08052 m in water depth prediction. As for spatial flood extent assessment, this model also delivers impressive performance, with the average , , , and scores reaching 96.92%, 99.69%, 98.28%, and 98.55%, respectively. Furthermore, current deep-learning (DL) model achieve a speedup of 300 to 400 times over traditional PBH models, enabling the generation of 24-h flood evolution maps within seconds. The proposed ResNet-SE model demonstrates good simulating accuracy of fluvial flood dynamics for proactive emergency warning systems and flood risk mitigation planning within the Lushui River basin. - 8 August 2026
- Published by Elsevier in Ocean Engineering
- Vol. 365
Ice breaking and water entry by a rigid sphere
- 8 August 2026
- Published by Elsevier in Ocean Engineering
- Vol. 365
Ice breaking and water entry by a rigid sphere
- Top Cited PapersOpen Access
- 23 January 2024
- Published by MDPI AG in Journal of Marine Science and Engineering
- Vol. 12 (2) , 206
Performance Analysis of a Floating Wind–Wave Power Generation Platform Based on the Frequency Domain Model
Integrating wave energy converters (WECs) onto floating offshore wind turbine platforms has emerged as a recent focal point of research aiming to achieve synergistic marine energy utilization and enhance the spatial efficiency of renewable energy. The power performance of WECs relies on hydrodynamic interactions with the floating platform. However, the coupled dynamic response and power generation mechanism remain unclear. This study establishes a multi-body model for the constrained motion of floating-platform and point-absorber WECs in the frequency domain. The power performance of WECs under different arrangements is compared and optimized. The performance of different hydrodynamic models in the South China Sea is analyzed further. The results indicate that exceptional peak performance is achieved when a single point absorber is placed on the floating platform. However, its performance under the full spectrum of wave frequencies in real sea conditions is suboptimal. Conversely, as the number of point absorbers on the floating platform increases, the performance of the hybrid system becomes more stable in real sea conditions. Furthermore, the array arrangement of point absorbers on the floating platform leads to multiple peaks in their power performance, and in selected array arrangements, the average power generation at specific frequencies is significantly superior to that of a single point absorber on the floating platform.
- 23 January 2024
- Published by MDPI AG in Journal of Marine Science and Engineering
- Vol. 12 (2) , 206
Top Cited PapersOpen AccessPerformance Analysis of a Floating Wind–Wave Power Generation Platform Based on the Frequency Domain Model
Integrating wave energy converters (WECs) onto floating offshore wind turbine platforms has emerged as a recent focal point of research aiming to achieve synergistic marine energy utilization and enhance the spatial efficiency of renewable energy. The power performance of WECs relies on hydrodynamic interactions with the floating platform. However, the coupled dynamic response and power generation mechanism remain unclear. This study establishes a multi-body model for the constrained motion of floating-platform and point-absorber WECs in the frequency domain. The power performance of WECs under different arrangements is compared and optimized. The performance of different hydrodynamic models in the South China Sea is analyzed further. The results indicate that exceptional peak performance is achieved when a single point absorber is placed on the floating platform. However, its performance under the full spectrum of wave frequencies in real sea conditions is suboptimal. Conversely, as the number of point absorbers on the floating platform increases, the performance of the hybrid system becomes more stable in real sea conditions. Furthermore, the array arrangement of point absorbers on the floating platform leads to multiple peaks in their power performance, and in selected array arrangements, the average power generation at specific frequencies is significantly superior to that of a single point absorber on the floating platform.
- Open Access
- 17 August 2023
- Published by MDPI AG in Journal of Marine Science and Engineering
- Vol. 11 (8) , 1607
Analysis of Sharp Eagle Oscillating Surge Wave Energy Converter Based on a Two-Dimensional Numerical Wave Flume Model
To investigate the overtopping and slamming phenomena that occur in the interactions between waves and oscillating surge wave energy converters (OSWECs), a two-dimensional numerical wave flume was established using computational fluid dynamics (CFD) software Fluent by adding the momentum source terms into the original Navier–Stokes equation. Numerical convergence studies of the mesh sizes and time steps were firstly performed to ensure the sufficient accuracy of the numerical model. The variations in the wave heights along the wave propagation direction in the wave-generating area, working area, and wave-absorbing area were analyzed. The dynamics of the flap-type OSWEC were simulated using the overset mesh function embedded in Fluent. In addition, the numerical results were compared with the experimental data, and good agreements were achieved. External torque was applied to the hinge joint of the OSWEC to simulate the forces due to the power take-off (PTO) system, and the identified optimal PTO damping was compared with the numerical results based on the potential flow theory, which verified the correctness of the numerical PTO system. On this basis, nonlinear wave slamming by the sharp-eagle OSWEC was analyzed. The results show that under certain incident wave conditions, the sharp-eagle OSWEC can effectively reduce the maximum rotation angle and angular velocity compared with those of the flap-type OSWEC, and there is no overtopping that occurring for the sharp-eagle OSWEC. Furthermore, the sharp-eagle OSWEC performs better than the flap-type OSWEC.
- 17 August 2023
- Published by MDPI AG in Journal of Marine Science and Engineering
- Vol. 11 (8) , 1607
Open AccessAnalysis of Sharp Eagle Oscillating Surge Wave Energy Converter Based on a Two-Dimensional Numerical Wave Flume Model
To investigate the overtopping and slamming phenomena that occur in the interactions between waves and oscillating surge wave energy converters (OSWECs), a two-dimensional numerical wave flume was established using computational fluid dynamics (CFD) software Fluent by adding the momentum source terms into the original Navier–Stokes equation. Numerical convergence studies of the mesh sizes and time steps were firstly performed to ensure the sufficient accuracy of the numerical model. The variations in the wave heights along the wave propagation direction in the wave-generating area, working area, and wave-absorbing area were analyzed. The dynamics of the flap-type OSWEC were simulated using the overset mesh function embedded in Fluent. In addition, the numerical results were compared with the experimental data, and good agreements were achieved. External torque was applied to the hinge joint of the OSWEC to simulate the forces due to the power take-off (PTO) system, and the identified optimal PTO damping was compared with the numerical results based on the potential flow theory, which verified the correctness of the numerical PTO system. On this basis, nonlinear wave slamming by the sharp-eagle OSWEC was analyzed. The results show that under certain incident wave conditions, the sharp-eagle OSWEC can effectively reduce the maximum rotation angle and angular velocity compared with those of the flap-type OSWEC, and there is no overtopping that occurring for the sharp-eagle OSWEC. Furthermore, the sharp-eagle OSWEC performs better than the flap-type OSWEC.
- 12 January 2023
- Published by Elsevier in Soil Dynamics and Earthquake Engineering
- Vol. 166
A united hardening rule considering monotonic and cyclic strength degradation of clay
- 12 January 2023
- Published by Elsevier in Soil Dynamics and Earthquake Engineering
- Vol. 166
A united hardening rule considering monotonic and cyclic strength degradation of clay
- 29 January 2022
- Published by Elsevier in Ocean Engineering
- Vol. 246
Hydrodynamic analysis of three oscillating hydrofoils with wing-in-ground effect on power extraction performance
- 29 January 2022
- Published by Elsevier in Ocean Engineering
- Vol. 246
Hydrodynamic analysis of three oscillating hydrofoils with wing-in-ground effect on power extraction performance
- 1 December 2021
- Published by Elsevier in Ocean Engineering
- Vol. 242
Effects of the end-stop mechanism on the nonlinear dynamics and power generation of a point absorber in regular waves
- 1 December 2021
- Published by Elsevier in Ocean Engineering
- Vol. 242
Effects of the end-stop mechanism on the nonlinear dynamics and power generation of a point absorber in regular waves
- 14 July 2019
- Published by ASME International
Effect of Outer Surface Defects on Large Capacity Composite Cylinders for Tube Trailers
Tube trailers with large capacity glass fiber wrapped composite cylinders with steel liners have entered the Chinese market to deliver compressed gases since 2011. The tube trailers with the composite cylinders can carry more gases than those with full steel cylinders, and are welcomed by the market. However, the outer surfaces of the composite layers of the cylinders are susceptible to abrasion damages as resin-based glass fiber composites have low surface hardness. Effect of outer surface defects on the large capacity composite cylinders for tube trailers was investigated in this paper using finite element analysis. First, a mesh model of the large capacity composite cylinder without any defects was built according to its actual geometrical dimensions, in which each layer of the composite overwrap was modeled using a layer of solid elements. Second, the meshes corresponding to surface defects with different surface sizes and different depths were killed using element birth and death method to generate surface defects. Then, the models under internal pressure were solved to obtain stress distribution and predict burst pressure. Numerical results show that the surface defects decrease the burst pressure of the cylinders, and the defect depth has a more important effect on the burst pressure than the surface sizes of the defects. Based on the numerical results, three suggestions to deal with the surface defects were proposed: 1) the cylinders having surface defects with depths less than 1 mm can be acceptable, 2) those having surface defects with depths greater than 3 mm should be condemned, and 3) those having surface defects with depths between 1 mm and 3 mm may be repaired but the inspection interval of the cylinders must be shortened.
- 14 July 2019
- Published by ASME International
Effect of Outer Surface Defects on Large Capacity Composite Cylinders for Tube Trailers
Tube trailers with large capacity glass fiber wrapped composite cylinders with steel liners have entered the Chinese market to deliver compressed gases since 2011. The tube trailers with the composite cylinders can carry more gases than those with full steel cylinders, and are welcomed by the market. However, the outer surfaces of the composite layers of the cylinders are susceptible to abrasion damages as resin-based glass fiber composites have low surface hardness. Effect of outer surface defects on the large capacity composite cylinders for tube trailers was investigated in this paper using finite element analysis. First, a mesh model of the large capacity composite cylinder without any defects was built according to its actual geometrical dimensions, in which each layer of the composite overwrap was modeled using a layer of solid elements. Second, the meshes corresponding to surface defects with different surface sizes and different depths were killed using element birth and death method to generate surface defects. Then, the models under internal pressure were solved to obtain stress distribution and predict burst pressure. Numerical results show that the surface defects decrease the burst pressure of the cylinders, and the defect depth has a more important effect on the burst pressure than the surface sizes of the defects. Based on the numerical results, three suggestions to deal with the surface defects were proposed: 1) the cylinders having surface defects with depths less than 1 mm can be acceptable, 2) those having surface defects with depths greater than 3 mm should be condemned, and 3) those having surface defects with depths between 1 mm and 3 mm may be repaired but the inspection interval of the cylinders must be shortened.
- 1 October 2018
- Published by Elsevier in Energy Conversion and Management
- Vol. 174, 516-536
A reliable open-source package for performance evaluation of floating renewable energy systems in coastal and offshore regions
- 1 October 2018
- Published by Elsevier in Energy Conversion and Management
- Vol. 174, 516-536
A reliable open-source package for performance evaluation of floating renewable energy systems in coastal and offshore regions
- Open Access
- 1 June 2018
- Published by Cambridge University Press (CUP) in Journal of Fluid Mechanics
- Vol. 848, 42-77
An experimental decomposition of nonlinear forces on a surface-piercing column: Stokes-type expansions of the force harmonics
Wave loading on marine structures is the major external force to be considered in the design of such structures. The accurate prediction of the nonlinear high-order components of the wave loading has been an unresolved challenging problem. In this paper, the nonlinear harmonic components of hydrodynamic forces on a bottom-mounted vertical cylinder are investigated experimentally. A large number of experiments were conducted in the Danish Hydraulic Institute shallow water wave basin on the cylinder, both on a flat bed and a sloping bed, as part of a European collaborative research project. High-quality data sets for focused wave groups have been collected for a wide range of wave conditions. The high-order harmonic force components are separated by applying the ‘phase-inversion’ method to the measured force time histories for a crest focused wave group and the same wave group inverted. This separation method is found to work well even for locally violent nearly-breaking waves formed from bidirectional wave pairs. It is also found that the $n$ th-harmonic force scales with the $n$ th power of the envelope of both the linear undisturbed free-surface elevation and the linear force component in both time variation and amplitude. This allows estimation of the higher-order harmonic shapes and time histories from knowledge of the linear component alone. The experiments also show that the harmonic structure of the wave loading on the cylinder is virtually unaltered by the introduction of a sloping bed, depending only on the local wave properties at the cylinder. Furthermore, our new experimental results reveal that for certain wave cases the linear loading is actually less than 40 % of the total wave loading and the high-order harmonics contribute more than 60 % of the loading. The significance of this striking new result is that it reveals the importance of high-order nonlinear wave loading on offshore structures and means that such loading should be considered in their design.- 1 June 2018
- Published by Cambridge University Press (CUP) in Journal of Fluid Mechanics
- Vol. 848, 42-77
Open AccessAn experimental decomposition of nonlinear forces on a surface-piercing column: Stokes-type expansions of the force harmonics
Wave loading on marine structures is the major external force to be considered in the design of such structures. The accurate prediction of the nonlinear high-order components of the wave loading has been an unresolved challenging problem. In this paper, the nonlinear harmonic components of hydrodynamic forces on a bottom-mounted vertical cylinder are investigated experimentally. A large number of experiments were conducted in the Danish Hydraulic Institute shallow water wave basin on the cylinder, both on a flat bed and a sloping bed, as part of a European collaborative research project. High-quality data sets for focused wave groups have been collected for a wide range of wave conditions. The high-order harmonic force components are separated by applying the ‘phase-inversion’ method to the measured force time histories for a crest focused wave group and the same wave group inverted. This separation method is found to work well even for locally violent nearly-breaking waves formed from bidirectional wave pairs. It is also found that the $n$ th-harmonic force scales with the $n$ th power of the envelope of both the linear undisturbed free-surface elevation and the linear force component in both time variation and amplitude. This allows estimation of the higher-order harmonic shapes and time histories from knowledge of the linear component alone. The experiments also show that the harmonic structure of the wave loading on the cylinder is virtually unaltered by the introduction of a sloping bed, depending only on the local wave properties at the cylinder. Furthermore, our new experimental results reveal that for certain wave cases the linear loading is actually less than 40 % of the total wave loading and the high-order harmonics contribute more than 60 % of the loading. The significance of this striking new result is that it reveals the importance of high-order nonlinear wave loading on offshore structures and means that such loading should be considered in their design.