DOI QR코드

DOI QR Code

Collision Analysis of Submerged Floating Tunnel by Underwater Navigating Vessel

수중운항체에 대한 해중터널의 충돌해석

  • Hong, Kwan-Young (Division of Ocean System Engineering, Mokpo National Maritime Univ.) ;
  • Lee, Gye-Hee (Division of Ocean System Engineering, Mokpo National Maritime Univ.)
  • 홍관영 (목포해양대학교 해양.플랜트건설공학과) ;
  • 이계희 (목포해양대학교 해양.플랜트건설공학과)
  • Received : 2014.04.28
  • Accepted : 2014.06.19
  • Published : 2014.10.31

Abstract

In this paper, to recognize the collision behavior between a submerged floating tunnel(SFT) and underwater navigation vessel(UNV), both structures are modeled and analyzed. The SFT of collision point is modeled tubular section using concrete with steel lining. The other part of SFT is modeled elastic beam elements. Mooring lines are modeled as cable elements with tension. The under water navigation vessel is assumed 1800DT submarine and its total mass at collision is obtained with hydrodynamic added mass. The buoyancy force on SFT is included in initial condition using dynamic relaxation method. The buoyancy ratio (B/W) and the collision speed are considered as the collision conditions. As results, energy dissipation is concentrated on the SFT and that of the UNV is minor. Additionally, the collision behaviors are greatly affected by B/W and the tension of mooring lines. Especially, the collision forces are shown different tendency compare to vessel collision force of current design code.

본 논문에서는 해중터널와 수중운항체의 충돌거동을 파악하기 위하여 두 구조체를 모델링하고 해석을 수행하였다. 충돌이 일어나는 해중터널은 원통형으로 단면을 가정하고 콘크리트와 라이닝강판을 가진 구조로 가정하였다. 충돌부위를 제외한 인접부분은 탄성거동을 하는 보요소로 모델링하고 계류라인은 장력을 받는 케이블로 모델링하였다. 수중운항체는 1800톤급 잠수함을 가정하였으며 수리동역학적 부가질량을 고려하여 충돌질량을 산정하였다. 해중터널에 작용하는 부력은 동적완화방법을 사용하여 초기조건에 포함시켰다. 부력비의 변화와 충돌속도의 변화를 고려하여 충돌해석을 수행한 결과, 충돌에너지의 소산은 주로 해중터널에서 발생하고 수중운항체에 의한 에너지 소산은 미미한 것으로 나타났다. 또한 계류라인의 장력과 부력비의 변화에 따라 해중터널의 충돌거동은 큰 영향을 받았다. 특히 충돌력은 기존의 설계기준의 선박충돌력과는 상이한 경향을 보이는 것으로 나타났다.

Keywords

References

  1. American Association of State Highway and Transportation Officials (2010) AASHTO LRFD Bridge Design Specifications, Fifth Edition.
  2. Comite Euro-international du Beton (1998) CEB-FIP MODEL CODE 1990-Design Code, Thomas Telford.
  3. Det Norske Veritas (2010) DNV-RP-C204, Design Against Accidental Lads.
  4. Faggiano, B., Maritire, G. (2010) Design aspects of the AB prototype in the Qiandao Lake, Procedia Eng., 4(2010) pp.21-33. https://doi.org/10.1016/j.proeng.2010.08.005
  5. Giulio Martire The Development of Submerged floating Tunnels as an Innovative Solution for Waterway Crossing, Tesi di Dottorato.
  6. Holmquist, T.J. (1987) Strength and Fracture Characteristics of HY-80, HY-100, and HY-130 Steels Subjected to Various Strains, Strain Rates, Temperatures and Pressures, Naval Surface Warfare Center.
  7. Hong, K.-Y., Lee, G.-H., Tran D.P. (2014) Collision Analysis of Submerged Floating Tunnel by Underwater Colliding Body, Annual Conference 2014, The Computational Structural Engineering Institute of Korea.
  8. Hong, Y., Ge, F. (2010) Dynamic Response and Structural Integrity of Submerged Floating Tunnel due to Hydrodynamic Load and Accidental Load, Procedia Eng., 4, pp.35-50. https://doi.org/10.1016/j.proeng.2010.08.006
  9. Lee, G.-H., Hong, K.-Y. (2011) A Study for the Evaluation of Ship Collision Forces for the Design of Bridge Pier I : Mean Collision Force, J. Korean Soc. Civil Eng. A, 31(3), pp.199-206.
  10. Lee, G.-H., Lee, J.-W. (2011) Study on Behavior Characteristics of a Pile-Type Vessel Collision Protective Structure, J. Korean Soc. Disaster Information, 7(1), pp.75-85.
  11. Li, J., Lv, X., Tan, J. (2012) Research on the Response of Submerged Rloating Tunnel under Fatigue Loads, Procedia Eng., 31, pp.447-452. https://doi.org/10.1016/j.proeng.2012.01.1050
  12. Livermore Software Technology Corporation (2006) LS-DYNA Theory Manual.
  13. Livermore Software Technology Corporation (2012) LS-DYNA Keyword user's Manual.
  14. Long, X., Ge, F., Wang, L., Hong, Y. (2009) Effects of Foundamental Structure Parameters on Dynamic Rsponses of Submerged floating Tunnel under Hydrodynamic Loads, Acta Mech. Sinica, 25, pp.335-344. https://doi.org/10.1007/s10409-009-0233-y
  15. Martinelli, L., Barbella, G., Feriani, A. (2010) Modeling of Qiandao Lake Submerged Floating Tunnel Subject Tomulti-support Seismic Input, Procedia Eng., 4, pp.311-318. https://doi.org/10.1016/j.proeng.2010.08.035
  16. Martinelli, L., Barbella, Gi., Feriani A. (2011) A Numerical Procedure for Simulating the Multisupport Seismic Response of Submerged Floating Tunnels Anchored by Cables, Eng. Struct., 33(10), pp.2850-2860. https://doi.org/10.1016/j.engstruct.2011.06.009
  17. The Japan Society of Precision Engineering (1998) Based and Marine Structures, Wongisol, p.428.
  18. Papadrakakis, M. (1981) A Method for the Automated Evaluation of the Dynamic Relaxation Parameters, Comp. Meth. Appl. Mech.& Eng., 25, pp.35-48. https://doi.org/10.1016/0045-7825(81)90066-9
  19. Pilato, M.D., Perotti, F., Fogazzi, P. (2007) Dynamic Response of Submerged Floating Tunnels under Seismic and Hydrodynamic Excitation, Eng. Struct., 30 pp.268-281.
  20. Pohler, C.H., Bement, A.A., Wilson, D.S., W.A. Skinner Submarine Main Ballast Tanks-Theory and Methods for Refined Strucutral Design, Association of Senior Engineers, Bureau of Ships, Third Annual Technical Symposium.
  21. Seo, S.I., Kim, J.S. (2013) Simplified Collision Analysis Method using Theory of Beam with Elastic Foundation, J. Korean Soc. Railway, 16(3), pp.202-206. https://doi.org/10.7782/JKSR.2013.16.3.202
  22. Sissala, A. N., (2012) Stress Finite Element Analysis of a Simple HY-80 Steel Tension Specimen using Progressive Failure feature in ABAQUS, Mechanical Engineering.
  23. SSLW (2004) Design Report Littoral Warfare Submarine, VT Total Ship Systems Engineering.

Cited by

  1. Dynamic Behavior of Submerged Floating Tunnel by Underwater Explosion vol.31, pp.5, 2018, https://doi.org/10.7734/COSEIK.2018.31.5.215