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1.
Hiroaki Takamura Koichi Masuda Hisaaki Maeda Masatoshi Bessho 《Journal of Marine Science and Technology》2003,7(4):164-174
Seaquakes, which are characterized by the propagation of vertical earthquake motion at the sea bottom as a compression (longitudinal)
wave, are reported to cause damage to ships, and their effect on floating structures is a matter of great concern. To comprehend
the basic properties of seaquakes, we first discuss a method to calculate the displacement of the seabed when it is subjected
to hydrodynamic pressure. To investigate the interrelationship between the vibration of a floating structure and the deformation
of the seabed, a new boundary integral equation is derived which assumes that the seabed is a semiinfinite homogeneous elastic
solid in order to analyze the seaquake-induced hydrodynamic pressure acting on the floating structure. By considering the
propagation of the seismic wave in the ground and in the water, the incident wave potential in seaquake problems is also deduced
and its characteristics are discussed. Finally, the response of a very large floating structure in a seaquake is investigated
using a fluid force analysis method, and considering the interrelationship between the vibration of the floating structure
and the deformation of the seabed.
Received: August 19, 2002 / Accepted: November 11, 2002
Address correspondence to: H. Takamura (hiroaki_takamura@nishimatsu.co.jp)
Updated from the Japanese original, which won the 2002 SNAJ prize (J Soc Nav Archit Jpn 2001;189:87–92,93–100 and 190:381–386) 相似文献
2.
Weicheng Cui 《Journal of Marine Science and Technology》2002,7(1):43-56
Metals are the most widely used materials in engineering structures, and one of the most common failure modes of metal structures
is fatigue failure. Although metal fatigue has been studied for more than 160 years, many problems still remain unsolved.
In this article, a state-of-the-art review of metal fatigue is carried out, with particular emphasis on the latest developments
in fatigue life prediction methods. All factors which affect the fatigue life of metal structures are grouped into four categories:
material, structure, loading, and environment. The effects of these factors on fatigue behavior are also addressed. Finally,
potential problems to be resolved in the near future are pointed out.
Received: January 7, 2002 / Accepted: March 25, 2002 相似文献
3.
Shogo Nakasumi Katsuyuki Suzuki Daiji Fujii Hideomi Ohtsubo 《Journal of Marine Science and Technology》2003,7(4):180-188
This article presents a mixed method of analyzing shell elements and solid elements using the overlaying mesh method. In
the structural design of a ship's hull, the shell elements are used for the global model. However, the solid elements are
necessary to analyze the stress concentration zones or the vicinity of a crack. In such cases, the models are analyzed using
zooming analysis, in which the results of a global model analysis are transferred to a local model analysis by imposing boundary
conditions. This method is more advantageous than zooming analysis in terms of the accuracy of the solution and the modeling
flexibility. Some examples of a plate model with a cracked surface or with a projection are shown in order to demonstrate
the effectiveness of the method.
Received: August 6, 2002 / Accepted: November 25, 2002
Address correspondence to: S. Nakasumi (sumi@nasl.t.u-tokyo.ac.jp)
Updated from the Japanese original, which won the 2002 SNAJ prize (J Soc Nav Archit Jpn 2001;189:219–224; and 190:655–662) 相似文献
4.
一种基于累积损伤理论和裂纹尖端弹塑性应力场的裂纹扩展预测方法 总被引:2,自引:0,他引:2
文章提出了一种预测疲劳寿命的应力循环叠加和损伤循环叠加的双重叠加方法。该方法依据累积损伤理论,通过分析变幅载荷下裂纹尖端的应力场,采用应力循环叠加的方法反映残余应力的影响;同时利用SWT应力应变和寿命的关系,循环叠加裂尖损伤。该方法能够很好地反映过载时裂纹扩展的迟滞效应,适合变幅载荷下疲劳寿命的评估分析。 相似文献
5.
Yukinobu Nagata Koji Gotoh Masahiro Toyosada 《Journal of Marine Science and Technology》2009,14(1):104-114
Many accidents are caused by fatigue in welded built-up steel structures, and so it is important to estimate the fatigue lives
of such structures quantitatively for safety reasons. By assuming that fatigue cracks cannot grow without an accumulation
of alternating tensile/compressional plastic strain, one of the authors identified an improved effective stress intensity
factor range ΔK
RPG based on the re-tensile plastic zone generating (RPG) load, which represents the driving force for fatigue cracks, and suggested
that ΔK
RPG should be used as the parameter to describe fatigue crack growth behavior. The “FLARP” numerical simulation code in which
ΔK
RPG is implemented as the fatigue crack growth parameter, was developed in order to predict fatigue crack initiation and propagation
behavior. In this paper, it is demonstrated that FLARP gives accurate estimates for fatigue life by comparing the estimated
fatigue crack growth curves and S–N curves with the experimental results for in-plane gusset welded joints, which are used in many welded steel structures. Moreover,
the effect of induced bending moment due to the linear misalignment in the out of plane direction on the fatigue strength
of in-plane gusset welded joints is investigated through numerical simulations. 相似文献
6.
Hiroshi Kawabe 《Journal of Marine Science and Technology》2002,6(3):135-147
This report is concerned with the statistical analysis of the long-term distribution of a wave-induced load, and examines
which factors influence the long-term distribution of the load level, e.g., the significant wave height, the mean wave period
of the supposed wave condition, and the relative angle between the ship's course and the wave direction. The long-term distribution
is broken down into these factors, and a contribution rate analysis method for each factor in each load level in the long-term
distribution is introduced. Based on the method used, the contribution rate of a specific mean wave period and a wave angle
encountered is clarified, when the long-term distribution is larger than other wave periods and wave angles. The specific
mean wave period and wave angle encountered are defined as the wave condition which governs the long-term distribution. The
maximum wave-induced load in the vicinity of a probability of exceedance of around 10−8 in the long-term distribution is decided by the most severe short-term wave condition which has the largest significant wave
height with a specific mean wave period. Based on S–N curves and Miner's rule, the relation between the fatigue damage and the supposed wave condition is examined. The contribution
rate analysis method for fatigue damage is introduced. The governing wave condition and the most severe short-term wave condition
also have an important effect on the fatigue damage. A simple estimation method for the long-term distribution, described
by the Weibull distribution from the statistical properties of the most severe short-term wave condition, is introduced. Several
examples show the applicability of the estimation method.
Received: November 22, 2001 / Accepted: January 9, 2002 相似文献
7.
Process planning for a hull structure defines the assembly sequence of the hull block. Although this activity is very important
because the working strategy defines the production costs, to date it has been done manually. To raise the efficiency of this
process, we developed a practical computer-aided process planning system. It has been developed using deliverables obtained
from advanced computer integrated manufacturing system (CIM; ACIM) for shipbuilding projects sponsored by the Ship and Ocean
Foundation (SOF). The system has a knowledge base which contains the know-how of skilled designers as well as design practices,
and allows the assembly sequence of hull parts and intermediate products to be defined automatically. The system has been
integrated with the shipyard CAD system MATES, and put to practical use.
Received: August 19, 2002 / Accepted: November 25, 2002
Address correspondence to: Y. Sasaki (yuuichi_sasaki@mhi.co.jp)
Updated from the Japanese original, which won the 2002 SNAJ prize (J Soc Nav Archit Jpn 2001;189:309–315) 相似文献
8.
Masahiko Fujikubo Taoyun Xiao Kazuhiro Yamamura 《Journal of Marine Science and Technology》2003,7(3):119-127
A structural safety assessment of a pontoon-type very large floating structure (VLFS) surrounded by a gravity-type breakwater
was carried out for extreme wave conditions by considering the damage to the breakwater. Bending and shear collapses are considered
to be a failure mode of the floating structure, while overturning damages the breakwater. The probability of the breakwater
overturning, and the transmitted wave height before and after damage to the breakwater, are evaluated using design formulae
for port and harbor facilities in Japan. The ultimate bending and shear strengths of the floating structure are calculated
by the idealized structural unit method (ISUM) and FEM, respectively. The calculated failure probability for the floating
structure is compared with the specified target safety level. It was found that the floating structure under consideration
is most likely to fail by bending in transverse waves, and that the corresponding failure probability satisfies the target
level.
Received: September 12, 2002 / Accepted: October 4, 2002
Acknowledgment. The authors are grateful to Dr. Shigeo Ohmatsu, National Maritime Research Institute, Japan, for allowing us to use the program
of hydroelastic response analysis.
Address correspondence to: M. Fujikubo (e-mail: fujikubo@naoe.hiroshima-u.ac.jp)
Updated from the Japanese original, which won the 2002 SNAJ prize (J Soc Arthit Jpn 2002;190:337–345) 相似文献
9.
Time-varying coefficient vector autoregressive (T-VVAR) modeling with instantaneous responses is applied to spectrum analysis
based on the nonstationary motion data of ships. Because of the ship's maneuvers, changes such as course and speed, the ship
motions in waves are regarded as a nonstationary random process, although the seaway can be considered as a stationary stochastic
process. The T-VVAR model is transformed into a state space model, and the time-varying coefficients can be evaluated by using
the Kalman filter algorithm. Using the estimated time-varying coefficients, the instantaneous cross spectra of the ship motions
can be calculated at every moment. In order to examine the reliability of the proposed procedure, on-board tests were carried
out. Under stationary conditions, at a constant speed and course, the proposed method shows good agreement with stationary
vector autoregressive (SVAR) modeling analysis. Moreover, it is confirmed that the proposed method can estimate the instantaneous
cross spectra of the ship motions even under nonstationary conditions, showing that this is a powerful tool for on-line analysis
of the nonstationary motion data of ships.
Received: August 2, 2002 / Accepted: November 28, 2002
Acknowledgments. The authors thank the captain and crew of the training ship Shioji Maru, Tokyo University of Mercantile Marine.
Address correspondence to: T. Iseki (iseki@ipc.tosho-u.ac.jp)
Updated from the Japanese original, which won the 2002 SNAJ prize (J Soc Nav Archit Jpn 2001;190:161–168) 相似文献
10.
In designing the mooring system of a very large floating structure (VLFS), it is essential to estimate the slowly varying
drift force in random seas. For a small vessel, Hsu's method or Newman's approximation may be used to simulate this slowly
varying drift force. However, based on experiments and/or field observations, it was found that the slowly varying drift force
acting on a VLFS could be reduced to a great extent from the simulated values based on those methods. Thus, the conventional
methods are not applicable for a VLFS. This discovery led to the development of several methods for estimating the slowly
varying drift force on a VLFS, e.g., Namba et al. (J Soc Nav Archit Jpn 186:235–242, 1999), and Shimada and Maruyama (J Soc
Nav Archit Jpn 190:347–351, 2001). However, Namba's method is only applicable to a pontoon-type VLFS with a shallow draft,
and Shimada's method is too simplified to account for the general shape of a VLFS and elastic deformation. These methods have
been expanded in this article, and by our proposed method, any shape of VLFS and the effect of elastic deformation of the
VLFS can be included. Formulations and several numerical examples are given. 相似文献
11.
This article presents a nonlinear time-domain simulation method for the prediction of large-amplitude motions of a Ro–Ro
ship in regular oblique waves in an intact and a damaged condition. Numerical computations and model tests have been carried
out to investigate the dynamic motion responses of Ro–Ro ship Dextra to various wave amplitudes at three different wave headings. The results of numerical and experimental investigations for
stern quartering waves are reviewed. Comparisons between predictions and measurements show good agreement except in the roll-resonant
region. Nonlinear effects are significant in horizontal modes of motion, and resonant roll motion, and there is strong coupling
between all modes of motion in the roll-resonant region for large-amplitude responses. On the other hand, the time-domain
simulation technique suffers from numerical drift in horizontal modes of motion as wave amplitude increases. This is due to
nonlinear equations of motion and the lack of a restoring force and moment in horizontal motion.
Received: April 30, 2002 / Accepted: August 9, 2002
Acknowledgments. II Programme of the European Community Commission under contract No. BRPR-CT97-0513.
Address correspondence to: H.S. Chan (hoi-sang.chan@ncl.ac.uk) 相似文献
12.
与船型FPSO相比,圆筒型FPSO没有明显的总纵弯曲,上部模块与船体结构之间通常采用刚性支墩来连接,水平运动所产生的弯矩和装/卸载引起的船体垂向变形对模块支撑结构的影响较为显著。因此,以“希望6号”圆筒型FPSO上部模块支撑结构为研究对象,基于DNVGL船级社规范,介绍一种简化疲劳分析方法。以FPSO运动加速度和船体变形载荷作为载荷输入条件,利用SESAM/GeniE软件进行有限元分析,得到结构在所有组合工况下应力的扫描计算结果。根据作业海域各个方向波浪发生的概率,运用简化疲劳分析方法计算得到所关注节点的疲劳损伤和各个工况对结构节点疲劳损伤度的贡献。结果表明,所关注节点的疲劳强度均满足设计疲劳强度要求;同一节点的疲劳损伤对不同浪向的敏感度不一样。该简化疲劳分析方法同样适用于承受周期性载荷的FPSO上部模块主结构和其他型式海洋结构物的疲劳分析。 相似文献
13.
14.
Parametric rolling in irregular head seas is investigated using numerical simulation in the time domain in this paper. The
effect of the change in speed due to added resistance on parametric rolling is taken into account. Three methods of calculating
the added resistance in irregular head seas are applied to this problem, and then Pinkster’s method, which considers the time-varying
added resistance in irregular head seas, is extended for further investigations in this paper. Furthermore, the Froude–Krylov
component of restoring variation is estimated with coupling from heave and pitch motions, and the hydrodynamic effects are
extrapolated nonlinearly with regards to roll angle. Finally, the “practical non-ergodicity” of parametric roll is investigated
with a model experiment at zero forward speed and using the simulation, and the effect of added resistance is investigated
with the simulation. 相似文献
15.
Yusuke Yano Shinichi Takagawa Kazuyasu Wada 《Journal of Marine Science and Technology》2003,7(3):101-108
The Japan Marine Science and Technology Center (JAMSTEC) has been, and is now promoting the “OD21” program (i.e., “Ocean
drilling in the 21st century”). This is the first plan in the world to utilize deep-water riser-drilling technologies for
scientific drilling. One of the important factors for the success of this program is the development of a high-performance
drilling vessel. Since 1990, JAMSTEC has been continuing a technological study of a riser-drilling vessel for scientific studies
with an operational capability in waters up to 4000 m deep. It was decided to start the construction with a two-phase plan:
a vessel with a riser operation for waters up to 2500 m deep will be constructed in the initial stage, and then the vessel
will be modified to a 4000-m depth capability. In the development process of the vessel, named Chikyu, many new technical developments have taken place, such as drilling/coring equipment, a dynamic positioning system, etc.
Thus, the Chikyu is expected to contribute to ocean engineering and other work, in addition to scientific advances.
Received: June 15, 2002 / Accepted: November 11, 2002
Address correspondence to: Y. Yano (e-mail: yanoy@jamstec.go.jp) 相似文献
16.
In recent years, the dynamic responses of flexible risers have been the focus of many researchers. Most flexible risers undergo a substantial level of irregular motion from environmental loadings, which involves a continuous slip of helical wires. The slip of helical wires especially leads to a hysteretic effect by reducing the bending stiffness, making it hard to predict the dynamic responses of flexible risers. The current study, as an extension to Part I, presents a new large-scale dynamic analysis method for flexible risers. The suggested method creates a large-scale model for the dynamic analysis that considers a geometric and bending nonlinearity of flexible risers. The kinematics of each beam element is formulated based on a Green-Lagrangian strain and the interaction with the seabed, providing a realistic analysis of flexible risers. In particular, the current study introduces a direct moment correction method that modifies the internal force vector using an improved analytical model. The improved analytical model is assigned at each node of the large-scale model and estimates an accurate bending hysteresis curve considering the effect of shear deformation and varying tension. The suggested method corrects the bending moment and shear force of all beam elements based on the bending hysteresis curves obtained from the improved analytical model, by which a complex bending behavior of flexible risers is reflected in a large-scale domain. As a result, this study achieves a more accurate prediction of the dynamic responses and fatigue damage of flexible risers. A new dynamic analysis program, called OPFLEX, is developed herein based on the suggested analysis method. Using the developed program, the current study conducts several numerical investigations to identify the effect of the shear deformation and varying tension. Consequently, it is confirmed that the shear deformation of internal layers reduces the fatigue damage of helical wires by delaying the increase of internal stress. It is also identified that the effect of varying tension deteriorates the fatigue life of flexible risers through a continuous change of contact pressure during bending. 相似文献
17.
Yusuke Tahara Joseph Longo Frederick Stern 《Journal of Marine Science and Technology》2002,7(1):17-30
This paper presents comparisons of computational and experimental fluid dynamics results for boundary layers, wakes, and
wave fields for the Series 60 C
B= 0.6 ship model in steady drift motion. The numerical method solves the unsteady Reynolds-averaged Navier–Stokes and continuity
equations with the Baldwin–Lomax turbulence model, exact nonlinear kinematic and approximate dynamic free-surface boundary
conditions, and a body/free-surface conforming grid. The experimental and computational conditions, i.e., Froude numbers of
0.16 and 0.316 for the experiments, and Froude numbers of 0 and 0.316 for the computations, allow comparisons of low and high
Froude number results, respectively, which allows an evaluation of Froude number effects and validation of the computational
fluid dynamics at both low and high Froude numbers. This article gives an overview of this numerical approach, and the computational
conditions and uncertainty analysis are described. Results are presented for the wave and flow fields, with emphasis on the
important flow features of drift- and wave-induced effects in comparison with the experiments. Finally, conclusions from the
present study are given, together with recommendations for future work.
Received: August 31, 2001 / Accepted: March 25, 2002 相似文献
18.
The present work is motivated by the increasing need for cost-efficient solutions in offshore structural systems for wind energy production and for improvement of their structural performance. The structural behavior and design of high-strength steel welded tubular connections (yield strength higher than 700 MPa) subjected to monotonic and strong cyclic loading is investigated. In the first part of the paper, an experimental investigation is presented on high-strength steel tubular X-joints subjected to monotonic and cyclic loading far beyond the elastic limit of the material, leading to weld fracture. Two grades of weld metal material are employed in the welding process of the specimens. The experimental results indicate that the weld material grade has a significant influence on the deformation capacity of the welded connection under monotonic loading conditions, and its low-cycle fatigue life. The experimental procedure is simulated using advanced finite element models, elucidating several features of joint behavior and complementing the experimental results. Overall, a good agreement is found between numerical simulations and experimental results, in terms of both global response and local strains at the vicinity of the welds. Furthermore, the structural performance of the welded tubular joints under consideration is assessed using available design methodologies in terms of both ultimate strength and low-cycle fatigue resistance, in an attempt to validate an efficient design methodology for low-cycle fatigue. The results from this research effort are aimed at developing the necessary background for the possible use of high-strength steel in tubular steel lattice structures, particularly in offshore platforms for renewable energy production. They can also be used as a basis for the possible amendment of relevant design specifications and recommendations for including special provisions for high-strength steel structural systems. 相似文献
19.
A flow-simulation method was developed to predict the performance of a sailing boat in unsteady motion on a free surface.
The method is based on the time-marching, finite-volume method and the moving grid technique, including consideration of the
free surface and the deformation of the under-water shape of the boat due to its arbitrary motion. The equation of motion
with six degrees of freedom is solved by the use of the fluid-dynamic forces and moments obtained from the flow simulation.
The sailing conditions of the boat are virtually realized by combining the simulations of water-flow and the motion of the
boat. The availability is demonstrated by calculations of the steady advancing, rolling, and maneuvering motions of International
America's Cup Class (IACC) sailing boats.
Received: December 25, 2001 / Accepted: March 26, 2002 相似文献
20.