Ould el Moctar
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Research Subjects
Research Interests
Ould el Moctar has a total of 244 co-authors. Here are the top co-authors by number of shared publications:
- Ebrahim Kadivar
Institute of Ship Technology, Ocean Engineering and Transport Systems, University of Duisburg-Essen, 47057 Duisburg, Germany
37 shared publications - Thomas Erling Schellin
Institute for Sustainable and Autonomous Maritime Systems, University of Duisburg-Essen, 47057 Duisburg, Germany
34 shared publications Thomas E. Schellin
31 shared publications- Changqing Jiang
University of Duisburg-Essen
30 shared publications Heinrich Söding
17 shared publications- Warn-Gyu Park
School of Mechanical Engineering, Pusan National University, Busan, Korea
17 shared publications
Latest Publications
- Open Access
- 10 October 2026
- Published by Elsevier in Applied Ocean Research
- Vol. 176
A regression-based maneuvering model for inland waterway ships in shallow rivers with real bathymetry and current fields
- 10 October 2026
- Published by Elsevier in Applied Ocean Research
- Vol. 176
Open AccessA regression-based maneuvering model for inland waterway ships in shallow rivers with real bathymetry and current fields
- 1 October 2026
- Published by AIP Publishing in Physics of Fluids
- Vol. 38 (10)
A self-consistent physics-informed neural network paradigm for sloshing analysis
Physics-Informed Neural Networks (PINNs) offer a physically driven alternative to conventional computational fluid dynamics, yet their application to sloshing remains largely unexplored. This paper establishes a self-consistent PINN paradigm for two-dimensional linear sloshing that trains exclusively on physical residuals, requiring no reference data. The dynamic free-surface boundary condition is enforced as a hard constraint, which removes it from the loss function and structurally eliminates the gradient imbalance that dominates conventional penalization-based formulations. This single modification reduces the free-surface elevation error from above 6% to below 2%. Validation against analytical solutions, experimental measurements, and computational fluid dynamic simulations across sway, roll, and combined excitation modes yields median steady-state amplitude deviations below one millimeter across all benchmarks. A systematic ablation study covering six hyperparameter categories and 13 variants isolates the influence of each design choice and yields practical tuning guidance. Because the paradigm relies entirely on physics residuals, it generalizes naturally to configurations for which analytical reference data are unavailable.
- 1 October 2026
- Published by AIP Publishing in Physics of Fluids
- Vol. 38 (10)
A self-consistent physics-informed neural network paradigm for sloshing analysis
Physics-Informed Neural Networks (PINNs) offer a physically driven alternative to conventional computational fluid dynamics, yet their application to sloshing remains largely unexplored. This paper establishes a self-consistent PINN paradigm for two-dimensional linear sloshing that trains exclusively on physical residuals, requiring no reference data. The dynamic free-surface boundary condition is enforced as a hard constraint, which removes it from the loss function and structurally eliminates the gradient imbalance that dominates conventional penalization-based formulations. This single modification reduces the free-surface elevation error from above 6% to below 2%. Validation against analytical solutions, experimental measurements, and computational fluid dynamic simulations across sway, roll, and combined excitation modes yields median steady-state amplitude deviations below one millimeter across all benchmarks. A systematic ablation study covering six hyperparameter categories and 13 variants isolates the influence of each design choice and yields practical tuning guidance. Because the paradigm relies entirely on physics residuals, it generalizes naturally to configurations for which analytical reference data are unavailable.
- Open Access
- 8 September 2026
- Published by Elsevier in Ocean Engineering
- Vol. 367
Drift angle prediction of an inland waterway ship during quasi-steady turning maneuver using Bayesian optimization and CFD
- 8 September 2026
- Published by Elsevier in Ocean Engineering
- Vol. 367
Open AccessDrift angle prediction of an inland waterway ship during quasi-steady turning maneuver using Bayesian optimization and CFD
- Open Access
- 23 June 2026
- Published by Elsevier in Engineering Structures
- Vol. 365
Generalization assessment of data-driven hydroelastic models for flexible offshore structures across distinct sea states
- 23 June 2026
- Published by Elsevier in Engineering Structures
- Vol. 365
Open AccessGeneralization assessment of data-driven hydroelastic models for flexible offshore structures across distinct sea states
- Open Access
- 16 June 2026
- Published by Elsevier in Applied Ocean Research
- Vol. 173
A cyber-resilient framework for data-driven ship propulsion power prediction
- 16 June 2026
- Published by Elsevier in Applied Ocean Research
- Vol. 173
Open AccessA cyber-resilient framework for data-driven ship propulsion power prediction
- Open Access
- 22 May 2026
- Published by Elsevier in Ultrasonics Sonochemistry
- Vol. 130, 107894
Effects of phase transition and thermodynamics on the dynamics of cavitation bubbles collapsing near a solid boundary and the associated 3D flow
- 22 May 2026
- Published by Elsevier in Ultrasonics Sonochemistry
- Vol. 130, 107894
Open AccessEffects of phase transition and thermodynamics on the dynamics of cavitation bubbles collapsing near a solid boundary and the associated 3D flow
- Open Access
- 14 May 2026
- Published by Elsevier in SSRN Electronic Journal
A numerical investigation into the dynamics of cavitation bubble collapse in proximity to a three dimensional patterned structure
In this research, the behavior of a cavitation bubble collapse adjacent to a three dimensional patterned structure was examined through numerical methods. The numerical analysis utilized a compressible two phase flow solver integrated within the open source software OpenFOAM. We specifically investigated how the patterned structure influences the cavitation of a single bubble during its collapse at two distinct relative wall distances, and we illustrated the corresponding pressure and velocity contours surrounding the bubble as it collapses near the boundary at these two relative wall distances. Additionally, the behavior of the bubble near a smooth surface was simulated to contrast the effects of the patterned structure with those of the unaltered surface. The findings indicated that the microjet directed towards the surface wall during the initial collapse of the bubble was influenced by the effects of the patterned structure. Moreover, the maximum pressure exerted on the patterned structure as aresult of the bubble's collapse was considerably lower than the pressure impact experienced on the smooth surface. Furthermore, the equivalent bubble radius and the peak jet velocity during the bubble's initial collapse were significantly reduced due to the influence of the patterned structure. This study offered new perspectives on the intricate fluid dynamics of a cavitation bubble in proximity to a bio inspired structure, which may hold significance for the design and operation of various engineering applications that are susceptible to erosion caused by cavitation bubbles near a boundary.
- 14 May 2026
- Published by Elsevier in SSRN Electronic Journal
Open AccessA numerical investigation into the dynamics of cavitation bubble collapse in proximity to a three dimensional patterned structure
In this research, the behavior of a cavitation bubble collapse adjacent to a three dimensional patterned structure was examined through numerical methods. The numerical analysis utilized a compressible two phase flow solver integrated within the open source software OpenFOAM. We specifically investigated how the patterned structure influences the cavitation of a single bubble during its collapse at two distinct relative wall distances, and we illustrated the corresponding pressure and velocity contours surrounding the bubble as it collapses near the boundary at these two relative wall distances. Additionally, the behavior of the bubble near a smooth surface was simulated to contrast the effects of the patterned structure with those of the unaltered surface. The findings indicated that the microjet directed towards the surface wall during the initial collapse of the bubble was influenced by the effects of the patterned structure. Moreover, the maximum pressure exerted on the patterned structure as aresult of the bubble's collapse was considerably lower than the pressure impact experienced on the smooth surface. Furthermore, the equivalent bubble radius and the peak jet velocity during the bubble's initial collapse were significantly reduced due to the influence of the patterned structure. This study offered new perspectives on the intricate fluid dynamics of a cavitation bubble in proximity to a bio inspired structure, which may hold significance for the design and operation of various engineering applications that are susceptible to erosion caused by cavitation bubbles near a boundary.
- Open Access
- 9 May 2026
- Published by Elsevier in Journal of Fluids and Structures
- Vol. 145
Hydroelasticity effects on wave-induced loads and fatigue accumulation for a flexible offshore structure in irregular seas
- 9 May 2026
- Published by Elsevier in Journal of Fluids and Structures
- Vol. 145
Open AccessHydroelasticity effects on wave-induced loads and fatigue accumulation for a flexible offshore structure in irregular seas
- Open Access
- 18 April 2026
- Published by Elsevier in Journal of Ocean Engineering and Science
- Vol. 11 (4) , 1347-1364
An efficient finite-difference approach for optimizing sloshing dampers to minimize tank waves excited by ship motions
- 18 April 2026
- Published by Elsevier in Journal of Ocean Engineering and Science
- Vol. 11 (4) , 1347-1364
Open AccessAn efficient finite-difference approach for optimizing sloshing dampers to minimize tank waves excited by ship motions
- Open Access
- 17 April 2026
- Published by Elsevier in International Journal of Multiphase Flow
- Vol. 200
Experimental investigation of combined active-passive control on cavitating flow around a three-dimensional hydrofoil
- 17 April 2026
- Published by Elsevier in International Journal of Multiphase Flow
- Vol. 200
Open AccessExperimental investigation of combined active-passive control on cavitating flow around a three-dimensional hydrofoil