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Numerical study on the structural response of energy-saving device of ice-class vessel due to impact of ice block 원문보기

International journal of naval architecture and ocean engineering, v.10 no.3, 2018년, pp.367 - 375  

Matsui, Sadaoki (National Maritime Research Institute) ,  Uto, Shotaro (National Maritime Research Institute) ,  Yamada, Yasuhira (National Maritime Research Institute) ,  Watanabe, Shinpei (Nippon Kaiji Kyoukai)

Abstract AI-Helper 아이콘AI-Helper

The present paper considers the contact between energy-saving device of ice-class vessel and ice block. The main objective of this study is to clarify the tendency of the ice impact force and the structural response as well as interaction effects of them. The contact analysis is performed by using L...

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제안 방법

  • The other is numerical material modelling by LS-DYNA to consider ice-structure interaction. For the evaluation of structural safety, the sensitivity analysis against the ice contact pressure was performed. In addition to the structural response, the ice contact load was investigated in detail such as the effect of the structural interaction and the influence of eccentric collision.
  • Gagnon (2011) calibrated volumetric strain-stress relationship based on MAT63 CRUSHABLE_FORM through the bergy bit field trial data. He carried out FEM simulation of the compression of the pyramid-shaped ice. He modelled several thin ice layers to express spalling behavior.
  • , 2014) developed in National Maritime Research Institute, Japan. In this study, the authors carried out a series of non-linear dynamic finite element simulations to evaluate the structural safety and estimate the ice contact load, including the effect of ice-structure interaction. For the ice contact load, two modelling approaches are adopted.
  • The purpose of the present study is to investigate the tendency of ice contact load and the structural response of the stern duct equipped for ice-class vessels. The main contact scenario is based on Finnish-Swedish Ice Class Rules (TRAFI, 2010), and the used stern duct structure is Weather Adapted Duct (Kawashima et al.
  • Meanwhile, in case of the protuberant structure such as a stern duct, oscillation occurs significantly by an impact force and the structural response may affect the impact load. To investigate such influence, the simulation were performed with a stern duct of rigid body as well as elastoplastic (flexible) body, and both contact loads were compared. The used FEM model is shown in Fig.

대상 데이터

  • To clarify the reduction of the contact load against the eccentricity, the eccentric contact analysis was performed by LS-DYNA. The material property of ice is assumed to be MAT63 (high), and the structure is assumed to be a rigid body. The six cases in different eccentricities, 0, 0.

이론/모형

  • These material properties are defined in LS-DYNA using a MAT41_USE_DEFINED_MATERIAL_MODELS which is defined by user subroutine. As a return mapping method for the yield surface, the cutting-plane algorithm (E. A. de Souza Neto et.al., 2008) was used. The effect of strain rate and work hardening were not considered.
  • 13 m were carried out. For the numerical simulation, LS-DYNA was chosen. The FEM models of the ice block and the cylinder are indicated in Fig.
  • 8. The junction between solid and shell element is modelled by Shell-Solid coupling model (Osawa et al., 2007).
  • Thus the initial kinematic energy is absorbed partly into the rotational energy of the ice block by eccentric collision and the contact load should be somewhat reduced. To clarify the reduction of the contact load against the eccentricity, the eccentric contact analysis was performed by LS-DYNA. The material property of ice is assumed to be MAT63 (high), and the structure is assumed to be a rigid body.
  • (2). To solve the differential equation, Runge-Kutta method was used. The initial condition was set to ξn = 0, ξn( = v0)= 5 kt.
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참고문헌 (18)

  1. Daley, Claude, 1999. Energy based ice collision forces, expanded version (full deri-vations) of paper for POAC 99. In: Proc. Of the 15th International Conference on Port and Ocean Engineering under Arctic Conditions. Helsinki University of Technology in Espoo. Finland on August 23-27. 

  2. de Souza Neto, E.A., Peric, D., Owen, D.R.J., 2008. Computational Method for Plasticity : Theory and Applications. 

  3. Derradji-Aouat, A., 2000. A uni?ed failure envelope for isotropic fresh water ice and iceberg ice. In: Offshore Mechanics and Arctic Engineering : Presented at ETCE/ OMAE 2000 Joint Conference, vol. 2, pp. 1241-1248. Part B. 

  4. Frederking, R., Ritch, R., 2009. The nature of the process pressure-area relation from CCGS Terry Fox bergy bit impacts. In: 19th (2009) International Offshore and Polar Engineering Conference, June 21, 2009 - June 26, 2009. Osaka, Japan. International Society of Offshore and Polar Engineers, pp. 608-613. ISSN 10986189. 

  5. Gagnon, R.E., 2011. A numerical model of ice crushing using a foam analogue. Cold Reg. Sci. Technol. 65, 335-350. 

  6. Gao, Yan, Hu, Zhiqiang, et al., 2015. An elastic-plastic ice material model for ship-iceberg collision simulations. Ocean Eng. 102, 27-39. 

  7. IACS, 2006. Common Structural Rules for Bulk Carriers. 

  8. IACS, 2007. Requirements Concerning Polar Class, Uni?ed Requirements. 

  9. ISO/CD 19906, 2010. Petroleum and Natural Gas Industries-arctic Offshore Struc- tures, ISO TC 67/SC 7/WG 8, Final Draft International Standard. International Standardization Organization, Geneva, Switzerland, p. 434. 

  10. Karasuno, K., et al., 1998. A quick chart for added masses of ?oating structures with block types. J. Kansai Soc. N.A., Japan 229, 79-85 (in Japanese). 

  11. Kawashima, H., Kume, K., Sakamoto, N., 2014. Reports of National Maritime Research Institute, 2014. Study of Weather Adapted Duct, vols. 14-2, pp. 19-34. 

  12. Kinnunen, Aki, Tikanmaki, Maria, Heinonen, Jaakko, Kurkela, Juha, Koskinen, Pekka, Jussila, Matti, 2013. Azimuthing thrusters ice impact load calculation. In: Azimuthing Thrusters Ice Class Rule Development Steering Group Meeting, 2013-10-31. 

  13. Kinnunen, Aki, Koskinen, Pekka, Tikanmaki, Maria, 2015. Ice-structure impact contact load calculation with dynamic model and simpli?ed load formula. In: Port and Ocean Engineering under Arctic Conditions, June 14-18 2015. Trondheim, Norway. 

  14. Liu, Z., et al., 2011. Plasticity based material modelling of ice and its application to ship-iceberg impacts. Cold Reg. Sci. Technol. 65, 326-334. 

  15. Osawa, N., Hashimoto, K., Sawamura, J., Nakai, T., Suzuki, S., 2007. Study on shell-solid coupling FE analysis for fatigue assessment of ship structure. Mar. Struct. 20, 143-163. 

  16. Palmer, A.C., Dempsey, J.P., Masterson, D.M., 2009. A revised ice pressure-area curve and a fracture mechanics explanation. Cold Reg. Sci. Technol. 56, 73-76. 

  17. Sanderson, J.O., 1988. Ice Mechanics, Risks to Offshore Structures. 

  18. TRAFI, 2010. Ice Class Regulations 2010 "Finnish-Swedish Ice Class Rules 2010". TRAFI/31298/03.04.01.00/2010. 

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