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• ANNUAL REPORT 2015
To check whether or not the fluid-structure-interaction
(FSI) technique of LS-DYNA (an advanced general-purpose
multiphysics simulation software package) can be applied
to the analysis of vessel-ice collisions, numerical simula-
tions of collision experiments at the Aalto Ice Basin in
Finland have been carried out. The input parameters for the
ice model and the fluid model were set independent from
the test used in order to validate the overall performance
of the FSI model. To verify the fluid modelling in LS-DYNA,
analyses were performed to determine the frequency-
dependent added-mass coefficients for a spherical body
and a rectangular block. The coefficients for different
frequencies were compared to the added mass coefficients
calculated in Wadam (software for marine hydrodynamics
and wave structure analysis) with the same geometry. In
the POAC15 paper entitled “Fluid-structure-interaction
analysis of an ice block structure collision” we address
verification issues arising from fluid modelling that uses
an equation of state. To build credibility in the constitutive
ice model and to validate ice input parameters, experimen-
tal data from indentation and impact tests were used. The
FSI simulation results were compared with the laboratory
experiments where a floating structure was impacted with
an approximately one tonne ice block at a speed of 2.0 m/s
(see Figure WP4_12). In short, the FSI method with verified
ice and water models is able to predict accurately the colli-
sion response of the floater as far as sway accelerations
are concerned. A comparison between the conventional
constant added mass approach and the FSI analysis is
currently in progress. Our preliminary results indicate that
for collision problems in which the hydrodynamic inter-
action effects are important, the FSI method can provide
more realistic and reliable predictions of the floater accel-
eration history than the conventional constant added mass
approach.
Validation of Smooth Particle Hydrodynamics
(SPH ) based approach to fracture of ice
Within this topic SAMCoT’s research efforts focused on
understanding which experimental data sources are better
suited for validation of the SPH based approach, and what
are the possible size and scale effects. In collaboration with
WP2, we searched for scale- and size-invariant ice param-
eters that can be used for the validation of SPH based
numerical and analytical models of ice-structure interac-
tions (including the SPH basedmodel) by re-analysing avail-
able in-situ and laboratory indentation test data at different
scales. Currently, we are investigating a crushing specific
energy index of ice and the possibility of its implementation
into numerical and/or theoretical models developed within
WP4. As a part of this study and in collaboration with the
National Research Council of Canada (Bob Gagnon), data
from indentation experiments conducted on iceberg ice
at Pond Inlet in 1984 were re-analysed for three different
spherically-terminated indentor sizes. Preliminary results
indicate that for any given test the crushing specific energy
of the ice shows little, if any, dependency on the volume
of the displaced ice and tends towards a constant value.
Furthermore, there is no apparent correlation between
the crushing specific energy of the ice and indentor size.
Possible reasons for these observations will be discussed
in the 23rd IAHR International Symposiumon Ice 2016 paper
(“A preliminary analysis of the crushing specific energy of
iceberg ice under rapid compressive loading”)
theoretically different fracture patterns (see the POAC’15 paper “Toward a holistic load model for
structures in broken ice”). The updated ice failure map is shown in Figure WP4_21 and is based on
observations of ice failure in contact with floating ship-shaped structures in level ice and in low ice
concentrations.
Figure WP4_21. Updated ice failure map and corresponding fracture patterns.
Application to accidental limit state design (significant plastic deformations)
Within the context of local ice loads due to an abnorm l ice event, our group h s be n addressing
two effects: first –an effect of structural deformations (
coupled ice-structure interaction during an
impact event
) and second – an effect of surrou ding water (
hydr dyna ic int raction effects
), see
more below.
Coupled ic -structure int raction
Results of ice and structure collision experiments where both the ice and the impacted structure
undergo permanent amage have be n presented at POAC’15, for detailed information refer to the
paper entitled “Pilot study of ice-structure interaction in a pendulum accelerator”. We highlight that
further i vestigations of th s coupled in eraction are vital to improve the understanding of ice loads
in a realistic impact scenario, and to establish additional requirements to limit catastrophic damage
on vessels with design loads wit igh probabilities (less than 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. se Figure WP4_22).
To check whether or not the fluid-structure-interaction technique (FSI) of LS-DYNA can be applied for
the analysis of vessel-ice collisions, numerical simulations of collision experiments at the Aalto Ice
Figure WP4_11. Updated ice failure map and the corresponding fracture patterns.
Figure WP4_12. Measured and calculated accelerations of the
floater versus time.