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基于计算流体力学(CFD)技术建立了2种舰载直升机起降区空气流场的计算方法,以用于分析舰船/直升机之间的耦合干扰问题。在这2种方法中,控制方程选取N-S方程,求解方式采用隐式耦合方式,湍流模型为k-ε模型,分别使用"作用盘方法"和"运动嵌套网格方法"模拟旋翼。应用建立的方法,以SFS2简化船型、Robin旋翼和"Caradonna-Tung"旋翼分别作为算例,并与试验值进行对比,验证了方法的有效性。在此基础上,深入地进行起降区舰船/旋翼耦合流场的计算研究。研究结果表明:舰船上层建筑物的存在会引起起降区下洗速度增大,使得旋翼拉力减小;"作用盘方法"能有效地用于舰船/直升机耦合流场的分析,而"运动嵌套网格方法"可以捕捉到起降区空气流场的细节,但其需要耗费巨大的计算量。 相似文献
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为研究多机起降过程中的舰面/旋翼流场干扰问题及耦合流场对直升机操纵量的影响,采用计算流体动力学(CFD)仿真方法及作用盘法对两栖攻击舰LHA上多机起降过程进行仿真研究.研究结果表明,前机侧舷进离场过程中,耦合流场对后方相邻起降点位置的直升机产生较大影响,后机开车时应避开前机进离场的时间区间;进离场过程中,前机对后机操纵量影响较大,当前机位于着舰点上方时,随着其高度的增加,后机总距先增大后减小、俯仰周期变距及滚转周期变距均增大;当前机偏离着舰点距离大于0.5R(直升机旋翼半径)时,随着前机高度的增加,后机总距、俯仰周期变距及滚转周期变距均减小.研究成果可为多机起降作业安全提供借鉴和参考. 相似文献
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为了解决现有舰载机阻尼着舰动力学模型着舰时间较长与滑跑距离较远的问题,提出舰载机阻尼着舰动力学模型研究。采用转换方法对着舰坐标系进行选取转换,依据舰载机着舰运动学方程对舰载机进行模型化处理。根据模型特点对起落架结构进行简化,在此基础上依据刚体碰撞理论对阻尼着舰碰撞模型进行构建,并对阻尼着舰动力进行分析,实现舰载机阻尼着舰动力学模型的构建。通过实验得到,相较于现有的舰载飞机阻尼着舰动力学模型,构建的舰载机阻尼着舰动力学模型极大缩短了着舰时间与滑跑距离,充分说明构建的舰载机阻尼着舰动力学模型具备更好的性能。 相似文献
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《船舶与海洋工程学报》2014,(2)
正November 4-6,2014Moody Gardens HotelConvention Center/Galveston,TX The Deepwater Operations Conference and Exhibition is celebrating its 12th anniversary this year.This growing event will continue the tradition of excellence in addressing operational challenges involved in developing deepwater resources.We will return to the Moody Gardens Hotel and Convention Center on November 5-7,2014 in Galveston,Texas. 相似文献
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《船舶与海洋工程学报》2014,(1)
正19–24 October 2014 SingaporeCONFERENCE THEMES The overall aim of the ICHD Conference is to provide a forum for participants from around the world to review,discuss and present the latest developments in the broad discipline of hydrodynamics and fluid mechanics.The first International Conference on Hydrodynamics(ICHD)was initiated in 1994 in Wuxi,China.Since then,9 more ICHD conferences were held subsequently in Hong Kong,Seoul,Yokohama,Tainan,Perth,Ischia,Nantes,Shanghai and St Petersburg.Evidently the ICHD conference has become an important event among academics,researchers,engineers and operators,working in the fields closely related to the science and technology of hydrodynamics.The 11th ICHD will be held in Singapore in 2014. 相似文献
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Lynne Zeitlin Hale Mark Amaral Abdulrahman S. Issa B. A. J. Mwandotto 《Coastal management》2013,41(1):75-85
Site-based projects were initiated in Chawka Bay-Paje, Zanzibar, and Nyali-Bamburi-Shanzu, Kenya, to demonstrate the benefits of an integrated coastal management (ICM) approach for addressing coastal issues such as tourism development and enhancement of resource-dependent village economies in eastern Africa. A two-year, multidonor project used three primary strategies to make rapid, but sustainable, progress toward ICM. These included using interagency government teams for ICM planning, adopting an internationally recognized framework for ICM as a project ''road map,'' and explicitly incorporating capacity-building strategies into all aspects of the project. Within two years, integrated ICM action strategies, prepared through participatory processes, were being implemented at both sites, and both teams were working to expand the scale and scope of ICM in their nation. More importantly, the project helped create committed, capable, interagency groups that continue to work together to address urgent ICM issues. 相似文献
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This paper presents a simplified method for the reliability- and the integrity-based optimal design of engineering systems and its application to offshore mooring systems. The design of structural systems is transitioning from the conventional methods, which are based on factors of safety, to more advanced methods, which require calculation of the failure probability of the designed system for each project. Using factors of safety to account for the uncertainties in the capacity (strength) or demands can lead to systems with different reliabilities. This is because the number and arrangement of components in each system and the correlation of their responses could be different, which could affect the system reliability. The generic factors of safety that are specified at the component level do not account for such differences. Still, using factors of safety, as a measure of system safety, is preferred by many engineers because of the simplicity in their application. The aim of this paper is to provide a simplified method for design of engineering systems that directly involves the system annual failure probability as a measure of system safety, concerning system strength limit state. In this method, using results of conventional deterministic analysis, the optimality factors for an integrity-based optimal design are used instead of generic safety factors to assure the system safety. The optimality factors, which estimate the necessary change in average component capacities, are computed especially for each component and a target system annual probability of system failure using regression models that estimate the effect of short and long term extreme events on structural response. Because in practice, it is convenient to use the return period as a measure to quantify the likelihood of extreme events, the regression model in this paper is a relationship between the component demands and the annual probability density function corresponding to every return period. This method accounts for the uncertainties in the environmental loads and structural capacities, and identifies the target mean capacity of each component for maximizing its integrity and meeting the reliability requirement. In addition, because various failure modes in a structural system can lead to different consequences (including damage costs), a method is introduced to compute optimality factors for designated failure modes. By calculating the probability of system failure, this method can be used for risk-based decision-making that considers the failure costs and consequences. The proposed method can also be used on existing structures to identify the riskiest components as part of inspection and improvement planning. The proposed method is discussed and illustrated considering offshore mooring systems. However, the method is general and applicable also to other engineering systems. In the case study of this paper, the method is first used to quantify the reliability of a mooring system, then this design is revised to meet the DNV recommended annual probability of failure and for maximizing system integrity as well as for a designated failure mode in which the anchor chains are the first components to fail in the system. 相似文献
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从确定符合项目实际情况的设计原则入手,通过利比亚米苏拉塔市萨瓦瓦住宅区中心区总体布局和建筑设计两个方面的设计实践,探讨了"传统、现代与文脉"这一当今时代无法回避的文化议题。并且针对具有鲜明文化、宗教和气候特征的建筑设计的特点、方法与风格进行了总结,为今后的实践提供借鉴。 相似文献
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介绍某码头工程3万吨级码头和5000吨级码头施工期间的沉降变位观测过程及对观测数据的分析,为类似工程提供参考。 相似文献