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This study explores the use of localized necking for failure modeling in maritime crash analysis, using large shell elements. The assumption that the failure of a large shell element occurs simultaneously with the onset of localized necking is revisited. This study particularly investigates the numerical implementation of the localized necking condition and its implications on the results of ship collision analysis involving not only plate rupture but also various failure mechanisms such as the crushing and tearing of web girders, stringers, and their intersections. Through a series of large-scale collision simulations, the effects of bending deformation on the initiation of necking, non-proportional loading paths, and ductile fractures not preceded by localized necking, are investigated. It is demonstrated that a localized necking-based fracture model provides a reasonable, relatively mesh-insensitive estimate of the onset of fracture in the outer hull panels; however, fracture propagation is very sensitive to the numerical implementation of the necking and fracture model, especially for the cases involving the crushing of web frames and stringers. 相似文献
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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
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利用圆环板与内、外圆柱壳正交连接的变形协调条件,把每跨双层壳作为整体,建立双层 圆柱壳段的平衡方程,并叠加环肋骨、中间支骨、纵筋的刚度。运用相关矩阵分析手段和相邻 壳段的连续条件,将壳段平衡方程组集成待定参数的总体方程。该方法可以准确求解双层圆 柱壳结构任何部位、构件的挠度和应力 相似文献
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《铁道标准设计通讯》2017,(6):164-167
于家堡站房采用"贝壳"造型理念以及ETFE膜幕墙,使建筑外观具有强烈的艺术特征。为了使景观照明完美地诠释其特点,同时达到绿色节能并节约投资的目的,采用方案比选并辅以软件模拟的研究方法,分别对分散布灯、集中布灯及多种辅助布灯方案进行研究,并对各种方案在平日模式、一般节日模式及重大节日模式下进行模拟,最终确定集中布灯方案+顶部天窗辅助布灯方案。该方案通过不同场景的设置以及大功率LED投光灯的应用,不但使总投资在投资控制范围以内,还有效地隐蔽了灯具,将夜晚的站房变换成一颗熠熠闪光的"璀璨明珠"。 相似文献
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带纵骨实肋板式耐压液舱壳板强度计算方法研究 总被引:7,自引:1,他引:6
本文把耐压液舱结构看成一弹性整体,先对其进行整体求解,然后再对耐压液舱壳板按具有初始膜应力的混合边界问题求解。结果表明:在弹性范围内,本文方法计算值与有限元计算值及实验值吻合较好;在弹塑性范围内,本文对耐压液舱壳板边界约束的处理比文献「1」方法更符合弹塑性状态时其边界约束的真实状况。 相似文献
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An alternative option to the traditional grouted joint for wind turbines is a direct steel-to-steel connection, also known as slip joint. In a recently published work, a proof of concept of a vibration-assisted installation and decommissioning technique of a slip joint was illustrated. Leveraging on the obtained results, the current study shows for the first time a decommissioning campaign carried out using a vibration-assisted technique applied on a prototype hydraulic wind turbine tower located in the North Sea, and connected to the monopile through a slip joint. The key aspect of the dismounting procedure is a priori knowledge of the resonance frequency clusters corresponding to the slip joint’s cross-sectional modes. Therefore, field hammer tests and experimental modal analysis were carried out inside the wind turbine tower. The identified frequencies and mode shapes were then compared with numerical ones estimated by a finite element model of the investigated structure. The comparison showed that a set of frequency clusters can be directly selected from a detailed numerical model. The preparatory work of the slip joint decommissioning was then executed by installing electric shaker devices, based on the dynamic identification results, and hydraulic jacks mounted inside the wind turbine tower. A first decommissioning trial was carried out in May 2019, while the final decommissioning was performed in August 2019. After analysing the measurements of the hydraulic pressures, displacements and excitation frequencies during the decommissioning campaigns, the results showed that it is possible to disconnect the slip joint if, in combination to a vertical static force, one of the identified cross-sectional mode shapes is excited. The vibration-assisted decommissioning proved to be a successful technique to dismount the connection in a controlled and straightforward manner. 相似文献