Shunying Ji
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
Shunying Ji has a total of 151 co-authors. Here are the top co-authors by number of shared publications:
Lu Liu
Dalian University of Technology
18 shared publications- Lu Liu
Dalian University of Technology
11 shared publications Siqiang Wang
7 shared publications- Siqiang Wang
Dalian University of Technology
7 shared publications Ying Yan
5 shared publications- Xiaodong Chen
State Key Laboratory of Industrial Equipment Structure Analysis and Optimization and CAE Software, Dalian University of Technology, Dalian 116024, China
4 shared publications
Latest Publications
- 29 October 2026
- Published by Elsevier in Ocean Engineering
- Vol. 370
Contact pressure distribution of sea ice on a rigid indenter during ductile-to-brittle transition under uniaxial compression
- 29 October 2026
- Published by Elsevier in Ocean Engineering
- Vol. 370
Contact pressure distribution of sea ice on a rigid indenter during ductile-to-brittle transition under uniaxial compression
- 23 September 2026
- Published by Elsevier in Ocean Engineering
- Vol. 368
Parametric inversion of equivalent sea-ice bending-strength based on shipboard measurements and discrete element simulations
- 23 September 2026
- Published by Elsevier in Ocean Engineering
- Vol. 368
Parametric inversion of equivalent sea-ice bending-strength based on shipboard measurements and discrete element simulations
- 6 July 2026
- Published by Elsevier in Ocean Engineering
- Vol. 364
Environmental regionalisation of the Arctic Ocean and its implications for navigation
- 6 July 2026
- Published by Elsevier in Ocean Engineering
- Vol. 364
Environmental regionalisation of the Arctic Ocean and its implications for navigation
- 12 May 2026
- Published by Elsevier in Ocean Engineering
- Vol. 359
A coupled SPH-DEM-FEM method and its application for the interaction between water, ice, and offshore structures
- 12 May 2026
- Published by Elsevier in Ocean Engineering
- Vol. 359
A coupled SPH-DEM-FEM method and its application for the interaction between water, ice, and offshore structures
- 13 March 2026
- Published by Elsevier in Ocean Engineering
- Vol. 354
Power analysis of non-icebreaking ship in polar waters via coupled DEM-SPH model
- 13 March 2026
- Published by Elsevier in Ocean Engineering
- Vol. 354
Power analysis of non-icebreaking ship in polar waters via coupled DEM-SPH model
- Open Access
- 27 February 2026
- Published by MDPI AG in Journal of Marine Science and Engineering
- Vol. 14 (5) , 447
Ice–Structure Interaction in Marine Engineering
The Arctic region is rapidly emerging as a strategic frontier due to its vast untapped oil and gas reserves—estimated to contain about 30% of the world’s undiscovered natural gas and 13% of its undiscovered oil resources—as well as its potential to host future trans-Arctic shipping routes that could significantly reduce global maritime distances
- 27 February 2026
- Published by MDPI AG in Journal of Marine Science and Engineering
- Vol. 14 (5) , 447
Open AccessIce–Structure Interaction in Marine Engineering
The Arctic region is rapidly emerging as a strategic frontier due to its vast untapped oil and gas reserves—estimated to contain about 30% of the world’s undiscovered natural gas and 13% of its undiscovered oil resources—as well as its potential to host future trans-Arctic shipping routes that could significantly reduce global maritime distances
- Open Access
- 3 December 2025
- Published by MDPI AG in Journal of Marine Science and Engineering
- Vol. 13 (12) , 2297
Study of Ice Load on Hull Structure Based on Full-Scale Measurements in Bohai Sea
Ice load is a crucial factor when designing structures for polar vessels. Due to the unpredictable nature of sea ice mechanics and the complexity of ship structures, obtaining ice load characteristics through full-scale measurements is considered more effective and reliable. However, conducting full-scale tests in the Arctic for China can be time-consuming and expensive. Using the natural ice fields in the Bohai Sea for full-scale tests can provide valuable insights into the study of ice load. To study ice load characteristics, full-scale measurements were carried out during icebreaker navigation trials in the ice zone of Bohai Sea. Distributed shear strain sensors were installed to measure the ice-induced structural strain on the starboard of the bow, and the local ice loads were determined based on the influence coefficient matrix method. Additionally, video cameras were utilized to record ice conditions, including ice type and thickness. By analyzing the data, the Rayleigh separation method was used to extract the process of ice load action. Statistical analysis was performed on the peak ice load values, with a particular emphasis on the various types of sea ice, ice thickness, and ship speed. The results show that the action period, peak value, mean value, and waveform of ice loads obtained in the full-scale measurement are consistent with the full-scale data of other icebreakers. The conclusion supports the effectiveness and feasibility of conducting ship ice load characteristic testing in the Bohai Sea.
- 3 December 2025
- Published by MDPI AG in Journal of Marine Science and Engineering
- Vol. 13 (12) , 2297
Open AccessStudy of Ice Load on Hull Structure Based on Full-Scale Measurements in Bohai Sea
Ice load is a crucial factor when designing structures for polar vessels. Due to the unpredictable nature of sea ice mechanics and the complexity of ship structures, obtaining ice load characteristics through full-scale measurements is considered more effective and reliable. However, conducting full-scale tests in the Arctic for China can be time-consuming and expensive. Using the natural ice fields in the Bohai Sea for full-scale tests can provide valuable insights into the study of ice load. To study ice load characteristics, full-scale measurements were carried out during icebreaker navigation trials in the ice zone of Bohai Sea. Distributed shear strain sensors were installed to measure the ice-induced structural strain on the starboard of the bow, and the local ice loads were determined based on the influence coefficient matrix method. Additionally, video cameras were utilized to record ice conditions, including ice type and thickness. By analyzing the data, the Rayleigh separation method was used to extract the process of ice load action. Statistical analysis was performed on the peak ice load values, with a particular emphasis on the various types of sea ice, ice thickness, and ship speed. The results show that the action period, peak value, mean value, and waveform of ice loads obtained in the full-scale measurement are consistent with the full-scale data of other icebreakers. The conclusion supports the effectiveness and feasibility of conducting ship ice load characteristic testing in the Bohai Sea.
- 14 November 2025
- Published by Elsevier in Ocean Engineering
- Vol. 343
Scale effect of DEM simulations for the ice resistance on ships navigating in level ice
- 14 November 2025
- Published by Elsevier in Ocean Engineering
- Vol. 343
Scale effect of DEM simulations for the ice resistance on ships navigating in level ice
- Open Access
- 4 November 2025
- Published by Elsevier in Computational Particle Mechanics
- Vol. 12 (6) , 5529-5556
Numerical study of the damping effect of floating particles on the free-surface flow using a coupled DEM-SPH method
- 4 November 2025
- Published by Elsevier in Computational Particle Mechanics
- Vol. 12 (6) , 5529-5556
Open AccessNumerical study of the damping effect of floating particles on the free-surface flow using a coupled DEM-SPH method
- Open Access
- 4 November 2025
- Published by MDPI AG in Journal of Marine Science and Engineering
- Vol. 13 (11) , 2099
Risk Assessment Framework for Structural Failures of Polar Ship Under Ice Loads
For polar ships, navigation in ice-covered regions can lead to high risk to structural safety. To study the structural risk induced by ice loads, a risk assessment framework is proposed based on a probabilistic analysis. The fatigue failure probability is derived with the first-order second-moment (FOSM) method. Typical ice load cases are extracted as a joint probability distribution of ice thickness and ship speed, based on shipboard measurements. Equivalent fatigue stresses for each case are calculated using a coupled discrete element method (DEM) and finite element method (FEM), and fatigue failure probabilities are obtained via linear cumulative damage theory. The ultimate strength failure probability is derived from the reliability theory. The probabilistic distribution of load-carrying capacity for the bow structure, determined by the moment estimation method, is used as the structural resistance, while the ice load distribution identified from shipboard monitoring is treated as the external load. Considering both the likelihood and consequence of failure, a risk matrix is constructed to assess structural failure risk. Inspection and maintenance intervals are then proposed according to the assessed risk levels. This approach offers a quantitative basis for structural risk management, supporting safe navigation and efficient maintenance planning for polar ships.
- 4 November 2025
- Published by MDPI AG in Journal of Marine Science and Engineering
- Vol. 13 (11) , 2099
Open AccessRisk Assessment Framework for Structural Failures of Polar Ship Under Ice Loads
For polar ships, navigation in ice-covered regions can lead to high risk to structural safety. To study the structural risk induced by ice loads, a risk assessment framework is proposed based on a probabilistic analysis. The fatigue failure probability is derived with the first-order second-moment (FOSM) method. Typical ice load cases are extracted as a joint probability distribution of ice thickness and ship speed, based on shipboard measurements. Equivalent fatigue stresses for each case are calculated using a coupled discrete element method (DEM) and finite element method (FEM), and fatigue failure probabilities are obtained via linear cumulative damage theory. The ultimate strength failure probability is derived from the reliability theory. The probabilistic distribution of load-carrying capacity for the bow structure, determined by the moment estimation method, is used as the structural resistance, while the ice load distribution identified from shipboard monitoring is treated as the external load. Considering both the likelihood and consequence of failure, a risk matrix is constructed to assess structural failure risk. Inspection and maintenance intervals are then proposed according to the assessed risk levels. This approach offers a quantitative basis for structural risk management, supporting safe navigation and efficient maintenance planning for polar ships.