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1.
集装箱船弯扭耦合振动分析 总被引:5,自引:1,他引:4
本文基于薄壁结构力学基本理论,提出了一种适合于大开口集装箱船弯扭耦合振动分析的薄壁梁有限元模型。该模型考虑了翘曲、剪切及剖面转动的影响,以及货舱大开口和抗扭箱(甲板梁)引起的结构不连续性。其例中,计算结果与三维有限元分析结果、模型试验结果相当吻合,而薄壁梁有限元的计算效率要高得多,算例还表明抗扭箱(甲板梁)对提高集装箱船的抗扭刚度有十分重要的意义。 相似文献
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研究含初始裂纹集装箱船厚甲板的裂纹扩展及对剩余极限强度时变衰减的影响对于船舶的安全运营有很重要的意义。以8530TEU集装箱船为例,对含裂纹板进行剩余极限拉伸强度计算。计算结果表明:寿命期内板的裂纹扩展有一临界值,当大于该临界值,裂纹扩展急剧增加,剩余拉伸强度也迅速减小,3-5年内板就会发生断裂。因此,建议在第10年对目标甲板进行一次大的检测维修,对裂纹扩展严重的构件的进行更换。 相似文献
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Previously reported container losses were generally attributed to extremely violent motions of containerships due to adverse weather conditions. However, most existing specifications or standards adopted for containers and lashing equipment meet the requirement of static conditions. Hence, further researches on safer container shipping under heavy sea states are required. Consequently, an experimental study method is proposed to measure the dynamic response of 1/10 scaled lashing bridge and container stack. The scaled model of the lashing bridge is constructed based on the similarity theory. Based on two dimensionless numbers, Froude's number and Cauchy's number, eleven container scaled models are employed. A series of experiments with controlled parameters are performed using a three-degrees shaking table (roll, pitch, heave) to present sufficient data to verify the effectiveness of the numerical model. The results of experiments, numerical simulations and calculations of the VERISTAR procedure (developed according to the BV rule) are compared. This study aimed to explore the mechanical behavior of the lashing bridge and container stack under predetermined driving excitations (roll and pitch) which simulated heavy sea states. According to the results, the model can predict conditions similar to real situations of the lashing bridge and container stacks while storages on the weather deck. 相似文献
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以某3 100 TEU巴拿马型集装箱船为例,建立集装箱船体全船结构三维有限元动力学分析的计算模型,对船体结构进行实特征值、有阻尼瞬态响应的计算分析;采用Lanczos方法计算特征值;采用模态方法进行瞬态响应分析.分析结果表明,该船在运营过程中容易出现扭转振动,需要对驾驶甲板的侧翼结构进行修改设计,但其振动强度在总体上是... 相似文献
5.
Tomohiro Nakamura Susumu Ota Yoshiyuki Nakajima 《Journal of Marine Science and Technology》2001,6(1):3-12
The appearance of a number of large container ships in the 8000 TEU range raises the importance of a plan for container lashing
arrangements on deck in relation to the design of the ship. Therefore, it is expected that a new method for evaluating the
lashing arrangements on deck will be introduced which is applicable regardless of the ship's size and the lashing pattern,
instead of using the standards of several different societies, as happens at present. To evaluate the lashing arrangements
on deck, the expected maximum values of the forces acting on the containers and lashing rods should be evaluated. This paper
presents a new method of evaluating the container lashing arrangements on a container ship using an "acceleration ellipsoid."
The applicability of the acceleration ellipsoid to an evaluation of the expected maximum values of the forces was examined
by comparing the expected maximum values of the forces calculated by the long-term distribution calculation known as the "Fukuda
method," to those calculated using the acceleration ellipsoid. By comparing these results, it was confirmed that the expected
maximum values of the forces calculated using the acceleration ellipsoid were not less than those calculated through by the
long-term distribution calculation. It is concluded that the acceleration ellipsoid can be used to evaluate the expected maximum
values of the forces acting on containers and lashing rods.
Received: December 14, 2000 / Accepted: March 22, 2001 相似文献
6.
Structures of ultra large container ships (ULCS) are characterized by large deck openings and low torsional rigidity. It is essential to comprehensively figure out their collapse behaviors under pure torsion with both model experiments and numerical simulations, making an evaluation of their ultimate torsional strength. In this paper, a similar scale model of a 10,000TEU container ship has been designed and manufactured first, in which both geometric similarity and strength similarity are taken into account. Next the collapse behaviors of the test model are detailedly illustrated with both experimentally and numerically obtained results. Then discussions on warping or shear buckling deformations involved in the collapse process of the structure are conducted with extended numerical simulations. Finally, the ultimate torsional strength of the true ship is evaluated according to the similarity theory. Results show that it is the yielding and shear buckling of the side shells that causes the failure of the hull girder under pure torsion. Further nonlinear finite element analysis demonstrates that it may either have warping or shear buckling deformations in the torsional collapse process of the hull girder with a large deck opening, depending on the local rigidity distribution of side shells, which has a significant effect on the ultimate torsional strength of the hull girder. 相似文献
7.
随着造船业飞速发展,大量高厚度、高强度、高韧性的钢板被应用于大型集装箱船的上甲板区域。EH47是工业革新的最新成果,它的屈服强度高,被使用于万箱级集装箱船的上甲板区域。某船厂10000 TEU船舱口围钢板与舾装件角焊缝发生开裂,通过有限元计算出裂纹发生的可能性,并分析了开裂发生的原因,针对结构特点和材料特点,采用CO2气体保护焊焊补,通过选用合理的焊丝、预热温度、焊后保温等措施来防止裂纹的产生。 相似文献
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Ronald Hope 《Maritime Policy and Management》2013,40(4):401-405
We show in this paper that the throughput data for the top 300 container ports reported each year by the various authorities follows a simple truncated lognormal distribution. This surprising phenomenon repeats itself every year from 1982 to 2006, despite many tumultuous changes in the container shipping world. The empirical data suggests that Gibrat's Law of proportionate growth indeed holds for the world container throughput data. Unfortunately, the classical stochastic growth model and other variants often used to explain the origin of this law appears to be too simplistic for the container terminal industry. We use instead the perspective that the container terminal throughput data are essentially an aggregate measure of the number of visitations as each container circulates on the world shipping network, and use this to propose a Markov chain based container circulation model to explain the origin of this phenomenon. Simulation results show that our network-based model is able to replicate the behavior of the empirical data to a reasonable degree of accuracy, and does not contradict the law of proportionate growth. More importantly, this model is able to replicate the relationship between the degree of connectivity of a port (i.e. number of linkages with other ports) and its association with the container throughput data, an empirical regularity which could not be explained using classical approaches. 相似文献
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Naoya Umeda Hirotada Hashimoto Shohei Minegaki Akihiko Matsuda 《Journal of Marine Science and Technology》2008,13(1):16-23
The parametric rolling of modern containerships is emerging as a serious problem, to the extent that its effects warrant a
study into its prevention. In light of this, two methods for reduction of parametric rolling are proposed and examined by
physical model experiments. The first is a sponson attached to the side of a ship, the purpose being to decrease the rate
of change of the rollrestoring moment. The second is an antirolling tank to increase roll damping. By conducting free-running
model experiments for a 6600-TEU post-Panamax container ship with sponsons under typical parametric rolling conditions, it
was found that the sponsons could decrease the magnitude of parametric rolling. The antirolling tank could prevent parametric
rolling completely in certain conditions, even in severe head seas. Using the damping coefficients from experimentally derived
data of a model ship with an antiroll tank, a numerical simulation was established. The numerical model was then compared
with the free-running model experiments. The results indicated that the numerical model could qualitatively verify the experimental
results. Finally, an attempt to optimise the size of an antirolling tank for preventing parametric rolling for the subject
post-Panamax container ship in the North Pacific Ocean is presented. 相似文献
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《Marine Structures》2005,18(1):1-24
As an early part of a large design and fabrication-oriented project FasdHTS funded by the GROWTH programme of the European Commission, an exotic concept ship was designed in very high tensile steel (EHS690) with the purpose of finding out consequences for design and production. The project has already produced a considerable bank of knowledge for design and shipyard production in this material.This paper presents analysis and discussions on static and dynamic behaviour of a high tensile steel deck designed with trapezoidal stiffeners. First, a finite element model of the deck structure is created. The influence of support condition for the longitudinal girders, and the contact area between the vehicle tyre and panel were analysed. The results from modal analysis of the structure under different load conditions are presented. The different load conditions comprise the unloaded and loaded deck, and the load type, i.e. cargo loads or vehicle loads (car loads or truck loads). From the frequency response analysis under harmonic excitation, it shows how the locations and numbers of cars parked on the deck influence the dynamic response of the structure. Furthermore, by studying the car–deck interaction, it is found that the effects of normal cargo loads are quite different from the vehicle loads due to the spring/damping effects of the vehicles. It is suggested that the carloads have a similar mechanism to that of tuned mass dampers. Finally, two transient analyses of the structure due to excitations transferred from deck supports and lorry braking-induced loading are performed. It is suggested that the deck structure and vehicle design could have more interactions with each other. 相似文献
16.
为给参与甲板集装箱系固操作的人员提供安全的工作环境,国际海事组织(IMO)推出集装箱安全系固的新要求,包含安全通道布置、照明布置、系固设备设计、系固人员培训及系固操作与维护程序等内容。该要求的实施将给集装箱船的设计建造带来一定的影响。基于此,对集装箱安全系固的新要求进行介绍,并对集装箱设计及布置中影响最大的安全通道的内容进行详细分析。以实际在建的集装箱船为例,验证新要求实施后带来的影响。在充分实施新要求以保障操作人员安全的前提下,提出对船舶布置的优化设计建议。 相似文献
17.
Yang Zan 《Maritime Policy and Management》1999,26(4):369-381
In the competitive container cargo transportation market, shipping companies are drastically changing their strategy vis-a-vis routing and port choice by the formation of global alliances. In such a situation, the effectiveness of port management policy in persuading container liners to use the port is most important. The paper discusses port management policy in an equilibrium shipping market. A model is proposed to simulate the flow of foreign trade container cargo using game theory. It is used to explain the interaction of port management policy, shipping companies and shippers. 相似文献
18.
In the Pearl River Delta (PRD), there is severe competition between container ports, particularly those in Hong Kong, Shenzhen, and Guangzhou, for collecting international maritime container cargo. In addition, the second phase of the Nansha terminal in Guangzhou’s port and the first phase of the Da Chang Bay container terminal in Shenzhen opened last year. Under these circumstances, there is an increasing need to quantitatively measure the impact these infrastructure investments have on regional cargo flows. The analysis should include the effects of container terminal construction, berth deepening, and access road construction. The authors have been developing a model for international cargo simulation (MICS) which can simulate the movement of cargo. The volume of origin-destination (OD) container cargo in the East Asian region was used as an input, in order to evaluate the effects of international freight transportation policies. This paper focuses on the PRD area and, by incorporating a more detailed network, evaluates the impact of several infrastructure investment projects on freight movement. 相似文献
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Beom-Seon Jang Jae-Hoon Jung Yong-Suk Suh 《Journal of Marine Science and Technology》2008,13(4):408-415
This is Part II in a series of papers. Part I (J Mar Sci Technol 13:154–163) deals with an approach employed to construct
a simplified FE model using a 3D compartment model available from the beginning of the ship design process. This paper begins
by describing the limitations of an analytical approach based on shear warping beam theory for assessing torsional strength.
Next, the structural parts of a container ship that have a negligible effect on hull girder bending strength and torsional
strength are determined. This is verified by removing these parts from a conventional FE model and comparing the results obtained
using this modified model with those yielded by the original model. The fore end part, the aft end part and the deck house
are examined. Since these parts have complicated structures and relevant drawings for them are issued later than cargo structure
drawings, modeling them exactly can result in a delay in the completion of the full ship FE model. This paper also verifies
the validity of the simplified FE model built by applying the method proposed in Part I and comparing the results obtained
with it with those given by a conventional full ship FE model. The stresses on hatch coaming top, the maximum diagonal elongations
of the hatch coaming, and the maximum hatch corner movements are evaluated to check the validity of the simplified model. 相似文献