Comparison of Ice Load Development on Non-Planar Surface
- Hyunwook Kim (Memorial University of Newfoundland St. John’s) | Claude Daley (Memorial University of Newfoundland St. John’s) | Bruce Colbourne (Memorial University of Newfoundland St. John’s)
- Document ID
- International Society of Offshore and Polar Engineers
- International Journal of Offshore and Polar Engineering
- Publication Date
- September 2015
- Document Type
- Journal Paper
- 194 - 204
- 2015. The International Society of Offshore and Polar Engineers
- non-planar surface, Ice loads, concave-shaped indenter, stepped crushing method, pressure measurement film
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- 35 since 2007
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It is important to understand the sequential ice load that develops on ships during ice-structure interaction when the ship’s structure may not be a planar surface. Laboratory tests have traditionally been performed on the basis of the assumption that the shape of the structure is perfectly flat or slightly concave. This study is designed to consider cases where the structural shape is a concave conical or wedge shape. The results obtained are compared with flat-surface test conditions. Trends in force-displacement, pressure-area curves, contact area, and changes of pressure within the contact region are evaluated. The pressure distribution on the non-planar surfaces shows a significant difference and induces a higher ice load in comparison with a flat surface.
Ice-strengthened ships, equipped with a data measuring system, have been used to collect ship-ice collision data in the Arctic since there has been a demand for full-scale data for practical design and research purposes. Field tests were started in the 1970s, led by industries and research institutions from all around the world. Along with full- and medium-scale tests in the field, laboratory-scale ice experiments were carried out by universities and research institutions (Akagawa et al., 2001; Daley, 1994; Frederking, 1999, 2004; Masterson and Frederking, 1993; Sodhi, 1998, 2001, 2006; Sodhi et al., 2006; Takeuchi et al., 2002; Tuhkuri, 1995). Based on the test results of these full- and model-scale laboratory ice experiments, the researchers were able to increase their understanding of ice-structure interaction.
Most ice load measurements, whether performed in the lab or field, have considered the structure to be a nearly rigid body with only small elastic deformations. This represents the fact that most laboratory and field trial tests have been performed on the basis of the assumption that the structural shape is flat. As a result, ice pressure models and data have ignored the effects of surface structural deformations or local concavity. Therefore, little information is available for cases where the structure is concave due to plastic deformation or to specific areas with intentional structural concave shapes. However, the nature of ice-structure interaction could be quite different when the permanent plastic deformation of the structure or surface concavity is considered.Ice-strengthened ships can encounter overload conditions during service periods in the Arctic owing to a variety of environmental conditions. In these cases, the ship’s structure may be subjected to ice loads that exceed the intended design loads. As a result, the ship’s structure can experience a plastic state that was never intended to occur. Plastic deformation due to overload conditions is not a common consideration of design conditions, and most existing studies and test data remain within elastic conditions. Consequently, existing references are generally not suitable for investigating ice-structure interactions beyond the plastic limit.
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