共查询到19条相似文献,搜索用时 187 毫秒
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多体船与同吨位单体船相比,前者可获得单位面积排水量时更大的甲板面积、良好的横稳性、优良的抗沉性和适航性。高速水运相对于其他运输方式而言,具有装载量大、营运成本低、初始投资少等显著优势。文中以某型具有特定滚装功能(可携带冷藏集装箱、汽车等)的三体客货运输船为例,详细介绍其主要技术参数、设计方案、材料和动力装置的选取情况,总结了三体船的受力特点,对同类型船设计中危险工况确定的强度分析和结构优化具有一定的指导意义。 相似文献
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真空导入成型工艺(VIMP)广泛应用于复合材料游艇艇体制造,然而其浇注系统在工程上仍然主要根据经验或多次试验来设置。论文基于数值模拟技术,对游艇艇体VIMP工艺浇注系统的优化方法进行了研究。通过对充模过程和流道布置方式的分析,提出了流道布置方案评价方法;通过对四种不同流道布置方式的树脂充模过程进行仿真,确定了最佳的流道布置方式。研究了游艇艇体VIMP工艺浇口位置优化方法,确定了优化目标和优化参数,建立了优化浇口位置的数学模型;并通过一系列的树脂充模过程模拟,仿真拟合出浇口位置优化目标函数的具体形式,进而获得浇口位置的最优值。数值分析结果同时表明:仅采用增加浇口数量的方法,达不到既能降低充模时间同时又能避免充模缺陷的目的。 相似文献
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为了研究矩形扶强材和削斜扶强材结构形式的某铝合金船体纵骨贯穿舱壁结构疲劳性能,对此进行了试验研究。首先建立舱段结构的有限元模型(该目标船纵骨采用6082铝合金,其他部分采用5083铝合金材料),确定载荷工况并计算分析两种扶强材结构在相应载荷水平下的应力分布状态。在此基础上,设计并开展了实际板厚四点弯曲疲劳模型试验,获得了试验模型在不同载荷水平下的疲劳失效循环次数,并且根据试验测得数据得到了两种扶强结构形式的S-N曲线。试验结果表明矩形扶强材形式的纵骨贯穿舱壁结构疲劳性能优于削斜扶强材形式,该结论可为舰船上纵骨贯穿舱壁结构处节点形式的设计以及5083与6082铝合金焊接结构形式(T型焊接和趾端焊接)的疲劳强度评估提供依据。 相似文献
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采用试验形式研究矩形扶强材和削斜扶强材结构形式的某铝合金船体纵骨贯穿舱壁结构疲劳性能。首先建立舱段结构的有限元模型(目标船纵骨采用6082铝合金,其他部分采用5083铝合金材料),确定载荷工况并计算分析2种扶强材结构在相应载荷水平下的应力分布状态。在此基础上,设计并开展实际板厚4点弯曲疲劳模型试验,获得试验模型在不同载荷水平下的疲劳失效循环次数,根据试验测得数据得到2种扶强结构形式的S-N曲线。试验结果表明,矩形扶强材形式的纵骨贯穿舱壁结构疲劳性能优于削斜扶强材形式,该结论可为舰船上纵骨贯穿舱壁结构处节点形式的设计以及5083、6082铝合金焊接结构形式(T型焊接和趾端焊接)的疲劳强度评估提供依据。 相似文献
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In this paper, a theoretical calculation method that can be generally applied to responses analysis of irregular bridge span pontoon connected by elastic hinges was proposed based on the elastic foundation beam theory. This method can solve the displacements, rotation angles, bending moments and shear forces of pontoon bridge under vertical static loads. By comparing with the experimental and numerical results in other researches, the correctness and universality of theoretical method are verified. The main response characteristics of the pontoon bridge under vertical static loads are further investigated based on a detailed case study, which contrasts the results of three methods including the theoretical method in this paper, AQWA software and FEM. The results reveal that the rotation stiffness of elastic hinges has a great influence on the responses of the pontoon bridge. The elastic deformation of the pontoon units can be ignored when the rotation stiffness of hinges is small, while it needs to be considered seriously when the rotation stiffness of hinges reaches a certain value. Besides, the flexural rigidity of pontoon bridge also has a sensitive influence on the numerical results. The theoretical method can provide for the optimal design of the pontoon bridge and has significant engineering application prospects. 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
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讨论了作为强力甲板的大跨度甲板板架的纵向受压稳定性计算方法,指出传统的线性计算方法偏于保守。提出了大跨度甲板板架的稳定性分析和优化设计思路,并以某大跨度简单板架为例采用非线性方法进行了纵骨与强横梁的组合优化分析。实例证明了在保证甲板稳定性的前提下,适当提高纵骨刚度可以较大程度的降低横梁必要刚度,从而减轻结构重量,提高材料利用率。 相似文献