Dynamic Response Analysis of Small-Scale Floating Structures under Level Ice Actions

The design and safety assessment of small floating structures in ice-covered seas has become an increasingly important and widely recognized topic in cold region engineering. Ice loads are the primary controlling loads for offshore structures in ice-covered regions, and the fracture processes and characteristics of level ice interacting with structures are closely related to the structural type. The dynamic response of small floating structures under level ice is particularly complex. Based on prototype tests of small floating structures, this study investigates the motion behavior, ice-load response, and sea ice fracture processes and characteristics of these structures. The results demonstrate that the interaction between sea ice and the floating structure exhibits pronounced periodicity. Under thin-ice conditions, the maximum inclination is approximately 18°, whereas under thick-ice conditions, the maximum inclination can reach up to 60°. Based on the relationship between inclination and ice force, the corresponding maximum vertical ice forces are estimated to be approximately 12 and 31 kN, respectively. The average ice-force cycle under thin-ice conditions is significantly shorter than that under thick-ice conditions. Based on the motion responses extracted from the prototype tests and video observations, the ice–structure interaction process is classified into three stages: ice-load application, ice-load release, and self-oscillation of the floating structure. In addition, a simplified dynamic ice-force model is established, and key parameters are obtained through statistical fitting. The breaking length coefficient is determined to be 4.0, while the self-oscillation coefficient (0.651) and the ice -force coefficient (0.184) are both found to be consistent with normal and log-normal distribution patterns. These findings provide practical guidance for the ice-resistant design and safety evaluation of small floating structures in ice-covered seas.

Authors

Institutions

Publication Details

Journal
Journal of Cold Regions Engineering
Published
2026-04-03
DOI
https://doi.org/10.1061/jcrgei.creng-1143
Primary Topic
Arctic and Antarctic ice dynamics
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Dynamic Response Analysis of Small-Scale Floating Structures under Level Ice Actions

Dayong Zhang, Ning Xu, Guojun Wang, Anliang Wang et al.
Journal of Cold Regions Engineering
Arctic and Antarctic ice dynamics
article

Dynamic Response Analysis of Small-Scale Floating Structures under Level Ice Actions

Dayong Zhang, Ning Xu, Guojun Wang, Anliang Wang, Jianan Wu, Bingyi Du
article en

Abstract

The design and safety assessment of small floating structures in ice-covered seas has become an increasingly important and widely recognized topic in cold region engineering. Ice loads are the primary controlling loads for offshore structures in ice-covered regions, and the fracture processes and characteristics of level ice interacting with structures are closely related to the structural type. The dynamic response of small floating structures under level ice is particularly complex. Based on prototype tests of small floating structures, this study investigates the motion behavior, ice-load response, and sea ice fracture processes and characteristics of these structures. The results demonstrate that the interaction between sea ice and the floating structure exhibits pronounced periodicity. Under thin-ice conditions, the maximum inclination is approximately 18°, whereas under thick-ice conditions, the maximum inclination can reach up to 60°. Based on the relationship between inclination and ice force, the corresponding maximum vertical ice forces are estimated to be approximately 12 and 31 kN, respectively. The average ice-force cycle under thin-ice conditions is significantly shorter than that under thick-ice conditions. Based on the motion responses extracted from the prototype tests and video observations, the ice–structure interaction process is classified into three stages: ice-load application, ice-load release, and self-oscillation of the floating structure. In addition, a simplified dynamic ice-force model is established, and key parameters are obtained through statistical fitting. The breaking length coefficient is determined to be 4.0, while the self-oscillation coefficient (0.651) and the ice -force coefficient (0.184) are both found to be consistent with normal and log-normal distribution patterns. These findings provide practical guidance for the ice-resistant design and safety evaluation of small floating structures in ice-covered seas.

Journal of Cold Regions EngineeringVol. 40(2)
Ningbo University of Technology (CN), Dalian University of Technology (CN), China National Environmental Monitoring Center (CN), National Marine Environmental Forecasting Center (CN)
Life below water
Openalex Percentile: Top 4%
Arctic and Antarctic ice dynamics
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.