

42
SAMC
o
T
• ANNUAL REPORT 2015
Local ice actions
A proper understanding of local ice actions and action
effects is important in the design of ships and offshore
structures. Local, in this respect, means that loads on a
contact area are typically of size 1 m
2
, but in general are
determined by the structural arrangement. Depending on
the local contact conditions such as shape of the structure,
ability to deform etc., the local ice action will vary. Here
SAMCoT’s research efforts focused on the following topics:
Fluid-Structure Interaction, analysis of ice-structure colli-
sions; Understanding of local ice actions on ships and
offshore structures and Validation of SPH based approach
to fracture of ice.
Application to ultimate limit state design
(little or no plastic deformations)
In order to bridge the gap between local ice loads used for
the design of ice-going vessels and offshore structures,
analysis of the International Association of Classification
Societies Ltd. Polar Class (IACS PC) and Russian Maritime
Register of Shipping (RM) semi-analytical models have
been performed. A summary of the analysis can be
found in the 23rd International Conference POAC`15
paper “Understanding the effect of assumptions on shell
plate thickness for Arctic ships”. In addition, the detailed
analysis, including derivations of the rule formulae and
uncertainty quantifications, has been published in the
International Journal of Ocean Engineering (see paper
“Discussion of assumptions behind rule-based ice loads
due ice crushing”). Results from this study have been
used to extend the ice failure maps developed earlier by
Dr Lu. Solutions for localized ice edge crushing have been
added to theoretically different fracture patterns (see the
POAC15 paper “Toward a holistic load model for structures
in broken ice”). The updated ice failure map is shown in
Figure WP4_11 and is based on observations of ice failure
in contact with floating ship-shaped structures in level ice
and in low ice concentrations.
Application to accidental limit state design
(significant plastic deformations)
Within the context of local ice loads due to an abnormal ice
event, our group has been addressing two effects: the effect
of structural deformations (coupled ice-structure interac-
tion during an impact event) and the effect of surrounding
water (hydrodynamic interaction effects).
Coupled ice-structure interaction
Results of ice and structure collision experiments, where
both the ice and the impacted structure undergo perma-
nent damage, have been presented at POAC15; for detailed
information refer to the paper entitled “Pilot study of
ice-structure interaction in a pendulum accelerator”. We
highlight that further investigations of this coupled inter-
action are vital to improve the understanding of ice loads
in a realistic impact scenario and to establish additional
requirements to limit catastrophic damage to vessels with
design loads with high probabilities (less than a 100 year
return period).
Hydrodynamic interaction effects
In the analysis of ice-vessel collisions, hydrodynamic
effects from the surrounding water may also be important
because they affect the motions of the ice and the vessel
before and after the collision (e.g. see Figure WP4_12).
Figure WP4_10. The probability of level ice breaking at a specific length while interacting with a downward-sloping rigid structure
shown at various interaction speeds. The right graph includes hydrodynamics and the left graph does not. Blue indicates a high
probability.
Figure WP4_12. The probability of the level ice breakin at a specific length while interacting w th a
downward sloping rigid structure shown at various interaction speeds. The right graph includes
hydrodynamics and the right graph does not. Blue indicates a high probability.
Local ice actions:
A proper understanding of local ice actions and action effects are important in design of ships and
offshore structures. Local in this respect means loads on a contact area typically of size 1 m
2
or so,
but in general determined by t e structural arrangement. Depending on the local contact conditions
such as shape of the structure, ability to deform etc., the local ice action will vary. Here SAMCoT’s
research efforts focused on the items illustrated in Figure WP4_20.
Figure WP4_20. Illustration of items being studied for a better understanding of local ice actions.
Fluid-Structure
Interaction
analysis of ice-
structure
collisions
Understandi g
of local ice
actions
on ships
and offshore
structures
Validation
of SPH
based approach
to fracture of ice
Figure WP4_12. The probab lity of the level ic breaking at a specific lengt while interacting with a
downward slopin rigid structure shown t various interaction speeds. The right graph includes
hy rodynamics and the ri ht graph does not. Blue indicates a igh probability.
Local ice actions:
A roper understa ding f local ice actions and action effects are importa t in design of ships and
offshore structures. Local in thi r spect means loads on a con ct area typically of size 1 m
2
r so,
but i general determined by the str ct ral arrang ment. Depe ding on the lo al con act conditions
such as shape of the str cture, ability to d form etc., the local ice action will vary. Here SAMCoT’s
research efforts focused on th items illustrated n Figure WP4_20.
Figure WP4_20. Illustrati n of items being stu ied for a b tter understa ding f lo al ice actions.
Fluid-Structure
Interaction
nalysis of ice-
s ructure
collisions
Understanding
of local ice
actions
on ships
and offshore
structures
Validation
of SPH
based approach
to fracture of ice