• Title/Summary/Keyword: DNV

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Investigation of Fatigue Damage of the Mooring Lines for Submerged Floating Tunnels Under Irregular Waves (불규칙 파랑 중 해중 터널 계류선의 단기 피로 손상 분석)

  • Kim, Seungjun;Won, Deok Hee
    • Journal of Korean Society of Steel Construction
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    • v.29 no.1
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    • pp.49-60
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    • 2017
  • As well as the strength check, fatigue life check is also mainly required for designing mooring lines of the floating structures. In general, forces which induce dynamic structural response significantly affect to fatigue design of the mooring lines. So, waves are mainly considered as the governing loading for fatigue design of the mooring lines. In this study, characteristics of the fatigue damage of the mooring lines for submerged floating tunnels (SFT) under irregular waves are investigated. For this study time domain hydrodynamic analysis is used to obtain motion of the tunnel and tension and stresses of the mooring lines under the specific environmental conditions. Also, the Rainflow-counting method, the Palmgren-Miner's rule, and S-N curves for floating offshore structures presented by DNV recommendation is applied to calculate the fatigue damage due to the fluctuating stresses. Referring to the design plactice of the tendon pipes for TLP (tension-leg platform), which is very similar structural system to SFT, it is assumed that a 100 year return period wave attacks the SFT systems during 48 hours and the fatigue damages due to the environmental loading are calculated. Following the analysis sequence, the effects of the tunnel draft, spacing and initial inclination angle of the mooring lines on the fatigue damage under the specific environmental loadings are investigated.

Structural analysis of an 38 feet diffusion style for high-speed catamaran yacht (38피트급 보급형 고속 카타마란 요트의 구조해석)

  • Park, Joo-Shin;Ko, Jae-Yong;Lee, Kyoung-Woo;Oh, Woo-Jun
    • Journal of Navigation and Port Research
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    • v.33 no.3
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    • pp.167-174
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    • 2009
  • Recently, design technology of has been required such as catamaran yacht with high-speed according to expand a marine leisure industry. The domestic technical development for design and production of yacht is not actively than Canada, USA, Japan etc. However, with further development of yacht design & technology, it is need to develop a key technology related to increase the value of catamaran yacht. In the present paper, new guideline is suggest for catamaran yacht as like kinds of marine leisure ship in order for fundamental structure design and structural analysis for twin-hulled ship yacht and techniques for structural analysis as sea leisure ship in this research. The class of society has not been proposed formally about regulation and methodology for estimation of strength of small hight-speed craft with satisfying two conditions as noted; length less than 50meters, ratio of length to breadth less than 12. In the present study, we were adopted DNV (Yachts, Design Principles, Design Loads, Hull Structural Design) Rule and KR (FRP rule application guide) for scantling of structural members. Furthermore, ABS rule is used for structural calculation about application of loading conditions for catamaran yacht. This study can be available feedback role to manufacture of 38ft diffusion style for catamaran yacht. It is expected that this study will be a good reference in order to design of catamaran yacht with high-speed.

Structural Safety Assessment of Piping Used in Offshore Plants According to Thermal Load and Motion (해양플랜트에 사용되는 배관의 열 하중과 구조물의 운동에 따른 구조안전성 평가)

  • Ryu, Bo Rim;Kang, Ho Keun;Duong, Phan Anh;Lee, Jin Uk
    • Journal of Navigation and Port Research
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    • v.45 no.4
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    • pp.212-223
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    • 2021
  • The objective of this study was to evaluate structural safety according to environmental conditions acting on the piping of offshore structure and the motion of the structure. As for conditions acting on the piping, the maximum and minimum temperature conditions were used to analyze the design conditions of N2 generator. The motion of the structure was calculated and applied according to the DNV(Det Norske Veritas) rule. Each condition was combined and a total of 26 load combinations were constructed according to thermal load, motion load, and presence or absence of pipe support. Analysis was performed using a commercial program MSC Patran/Nastran. Thermal analysis was performed by applying the steady-state method, Sol 153. Thermal-structural coupled analysis was performed using Sol 101, a linear-static method. As a result of the analysis, the stress tended to increase when temperature inside the pipe was lower in Set 1 and Set 2, when temperature was higher in Set 3, and when the temperature difference between the inside and outside of the pipe in Set 4 was increased. However, the sum of stresses in the condition with only temperature load and the condition with only the kinetic load did not show the same value as the stress in the composite load condition of two loads. That is, the influence of the motion load varied depending on the direction of motion, the arrangement of pipes, and the position of the support. Therefore, it is necessary to comprehensively consider the size and direction of the motion load acting on the piping, the arrangement of the piping, and the location of the pipe supports during the design of piping.

Analysis of Safety Considerations for Application of Artificial Intelligence in Marine Software Systems (해양 소프트웨어 시스템의 인공지능 적용을 위한 안전 고려사항에 관한 분석)

  • Lee, Changui;Kim, Hyoseung;Lee, Seojeong
    • Journal of Navigation and Port Research
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    • v.46 no.3
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    • pp.269-279
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    • 2022
  • With the development of artificial intelligence, artificial intelligence is being introduced to automate systems throughout the industry. In the maritime industry, artificial intelligence is being applied step by step, through the paradigm of autonomous ships. In line with this trend, ABS and DNV have published guidelines for autonomous vessels. However, there is a possibility that the risk of artificial intelligence has not been sufficiently considered, as the classification guidelines describe the requirements from the perspective of ship operation and marine service. Thus in this study, using the standards established by the ISO/ IEC JTC1/SC42 artificial intelligence division, classification requirements are classified as the causes of risk, and a measure that can evaluate risks through the combination of risk causes and artificial intelligence metrics want to use. Through the combination of the risk causes of artificial intelligence proposed in this study and the characteristics to evaluate them, it is thought that it will be beneficial in defining and identifying the risks arising from the introduction of artificial intelligence into the marine system. It is expected that it will enable the creation of more detailed and specific safety requirements for autonomous ships.

Computational Analysis of Structural Behavior of Subsea Pipelines with Local Corrosion (국부 부식을 가지는 심해저 파이프라인의 구조응답에 대한 전산 해석적 연구)

  • Choi, Kwang-Ho;Lee, Chi-Seung;Ryu, Dong-Man;Koo, Bon-Yong;Song, Joon-Kyu;Lee, Jae-Myung
    • Journal of Ocean Engineering and Technology
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    • v.29 no.1
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    • pp.100-110
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    • 2015
  • To meet the increasing demand for energy around the world, offshore and subsea energy development is constantly being conducted. This trend is accompanied by an increasing demand for pipeline installation, which brings numerous problems, including those related to accessibility, high pressure, and corrosion. Among these, corrosion is a primary factor in pipeline fractures, and can cause severe environmental and industrial damage. Hence, accurate corrosion assessment for corroded pipelines is very important. For this reason, the present study investigated the mechanical behavior of an idealized corroded subsea pipeline with an internal/external pressure load using the commercial FEA code ABAQUS. Then, the analysis result was compared with corrosion assessment codes such as ASME B31G, DNV RP F101, ABS. Finally, a fitness-for-service assessment was conducted.

OVERSET-GRID SIMULATION TECHNIQUE FOR ANALYSIS OF 2-DOF SHIP MOTIONS IN WAVES (파랑 중 선박의 자유도 운동해석을 위한 중첩격자 기반의 수치해법)

  • Heo, J.K.;Ock, Y.B.;Park, J.C.;Jeong, S.M.;Akimoto, H.
    • Journal of computational fluids engineering
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    • v.20 no.3
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    • pp.20-26
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    • 2015
  • This paper introduces a computational method for analysis of the 6-DOF motions of a ship in waves using an overset grid technique which consists of inner and outer domains for representing body motions and numerical wave tank, respectively. High order interpolation scheme is employed to increase numerical accuracy over the interface where physical values, such as velocities and pressure, interact between the inner and outer domains. The numerical schemes and algorithm are addressed in the present paper. An application to motion of KCS container carrier in head waves is presented, and the comparison of responses on heave and pitch motions shows good agreement with those of model tests.

Two-Dimensional Particle Simulation for Behaviors of Floating Body near Quaywall during Tsunami (지진해일 중 해안안벽 주변의 부유체 거동에 관한 2차원 입자법 시뮬레이션)

  • Park, Ji-In;Park, Jong-Chun;Hwang, Sung-Chul;Heo, Jae-Kyung
    • Journal of Ocean Engineering and Technology
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    • v.28 no.1
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    • pp.12-19
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    • 2014
  • Tsunamis are ocean waves generated by movements of the Earth's crust. Several geophysical events can lead to this kind of catastrophe: earthquakes, landslides, volcanic eruptions, and other mechanisms such as underwater explosions. Most of the damage associated with tsunamis are related to their run-up onto the shoreline. Therefore, effectively predicting the run-up process is an important aspect of any seismic sea wave mitigation effort. In this paper, a numerical simulation of the behaviors of a floating body near a quaywall during a tsunami is conducted by using a particle method. First, a solitary wave traveling over shallow water with a slope is numerically simulated, and the results are compared with experiments and other numerical results. Then, the behaviors of floating bodies with different drafts are investigated numerically.

Reliability analysis of laterally loaded piles for an offshore wind turbine support structure using response surface methodology

  • Kim, Sun B.;Yoon, Gil L.;Yi, Jin H.;Lee, Jun H.
    • Wind and Structures
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    • v.21 no.6
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    • pp.597-607
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    • 2015
  • With an increasing demand of a renewable energy, new offshore wind turbine farms are being planned in some parts of the world. Foundation installation asks a significant cost of the total budget of offshore wind turbine (OWT) projects. Hence, a cost reduction from foundation parts is a key element when a cost-efficient designing of OWT budget. Mono-piles have been largely used, accounting about 78% of existing OWT foundations, because they are considered as a most economical alternative with a relatively shallow-water, less than 30 m of seawater depth. OWT design standards such as IEC, GL, DNV, API, and Eurocode are being developed in a form of reliability based limit state design method. In this paper, reliability analysis using the response surface method (RSM) and numerical simulation technique for an OWT mono-pile foundation were performed to investigate the sensitivities of mono-pile design parameters, and to find practical implications of RSM reliability analysis.

Numerical simulation of wave and current interaction with a fixed offshore substructure

  • Kim, Sung-Yong;Kim, Kyung-Mi;Park, Jong-Chun;Jeon, Gyu-Mok;Chun, Ho-Hwan
    • International Journal of Naval Architecture and Ocean Engineering
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    • v.8 no.2
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    • pp.188-197
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    • 2016
  • Offshore substructures have been developed to support structures against complex offshore environments. The load at offshore substructures is dominated by waves, and deformation of waves caused by interactions with the current is an important phenomena. Wave load simulation of fixed offshore substructures in waves with the presence of uniform current was carried out by numerical wave tank technique using the commercial software, FLUENT. The continuity and Navier-Stokes equations were applied as the governing equations for incompressible fluid motion, and numerical wavemaker was employed to reproduce offshore wave environment. Convergence test against grids number was carried out to investigate grid dependency and optimized conditions for numerical wave generation were derived including investigation of the damping effect against length of the damping domain. Numerical simulation of wave and current interactions with fixed offshore substructure was carried out by computational fluid dynamics, and comparison with other experiments and simulations results was conducted.

Hull Form Development of 5,000TEU Class Container Carrier considering the Operation Profile (Operation Profile을 고려한 5,000TEU급 컨테이너선 선형개발)

  • Kim, Jin-Woo;Park, Sung-Woo;Lee, Pyung-Kuk;Lee, Wang-Soo;Sun, Jae-Ouk
    • Special Issue of the Society of Naval Architects of Korea
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    • 2017.10a
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    • pp.59-62
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    • 2017
  • Recently oil price has got lower, but energy efficiency has been considered as an important factor to minimize ship operational costs and reduce greenhouse gas emissions. For the reason, it is necessary that energy efficiency improvement for hull form design and operational performance reflect an understanding of the vessel's operational profile. Throughout the life of the vessel, this can lead to important economies of fuel, even if, in some cases, a small penalty can be taken for design condition. In the present paper, hull form was developed for 5,000TEU class container carrier at given operation profile. As a CFD result at several design point, optimized hull form has improved resistance performance in comparison with the basis hull form. To reducing the viscosity and the wave resistance at multi draft and multi speed, the hull form was investigated for Cp-curve, frame and local shape. Numerical study has been performed using WAVIS & Star-CCM+ and verified by model test in the towing tank.

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