Ice Beam in 4 Point Bending

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The flexural strength of sea ice is crucial for ice going vessels and hence the knowledge of mechanical properties of ice is very important for the design of such vessels. The primary objective of this investigation is the numerical simulation of sea ice in four point bending using Smoothed Particle Hydrodynamics (SPH), which being a mesh free method offers a lot of advantages over traditional grid-based approaches. The numerical results will be compared to earlier simulations of in situ four-point bending test results in terms of force, displacement and failure time. Further, the comparison of the SPH-based numerical simulations with results will serve as a basis to discuss the potential advantages and shortcomings of the mesh free particle method used to model flexural failure of sea ice.
INTRODUCTION
Ships, which operate in Arctic regions, are required to progress through level ice by initiating downward bending failure of the ice sheet and hence the knowledge of the mechanical properties of ice is quite important for the design of such vessels. Therefore, a deeper understanding of the mechanical properties of sea ice can contribute to reliable ice resistance simulations and thereby to a better design of ice going vessels and offshore structures. One of the key mechanical properties in this regard is the bending strength of ice because the mode of bending failure determines the load experienced by the ship in relatively thin ice, as found in the Baltic sea.
The mechanical properties of sea ice are dependent on ice crystal structure, elastic modulus, grain size, tensile and compressive strength, etc. All these factors should be taken into account to model ice accurately. To have a proper understanding of the ice failure behavior...

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...icting Impact Damage Initiation in Composite Structures” AIAA Journal, 38, 2000.

13. Enkvist, E. “On the ice resistance encountered by ships operating in the continuous mode of icebreaking” The Swedish Academy of Engineering Sciences in Finland, Report No 24, 1972.

14. Määttänen, M. “On the flexural strength of brackish water ice by in-situ-tests” Marine Science Communications, 2(2), 125-138, 1976.

15. Soa T. “Numerical simulations of a sea ice beam in four-point bending” Master’s Thesis, Aalto University, Finland, 2011.

16. Anghileri, M., Castelletti, L-M. L, Invernizzi, F., Mascheroni, M. “A survey of numerical models for hail impact analysis using explicit finite element codes” International Journal of Impact Engineering 31, 929-994, 2005.

17. Hallquist JO. LS-DYNA: “Keyword User’s Manual”. Livemore, CA: Livemore Software Technology Corporation, August 2012.

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