横摇下弹性安装动力装置联轴器补偿特性

为达到噪声指标，舰船动力装置普遍采用弹性安装，该种方式对横摇工况下动力装置与轴系连接的联轴器补偿量提出了更高的要求。通过建立舰船动力装置-推进轴系全系统有限元模型，提出横摇工况下弹性安装动力装置的联轴器补偿量分析方法，获取不同横摇工况下联轴器补偿量需求，并利用试验台架试验验证了模型的准确性。研究结果表明，联轴器刚度的增大有利于降低摇摆工况下的补偿量要求，但会给邻近的支承轴承增加负荷；在设计弹性安装动力装置-推进系统的联轴器时，应对刚度、补偿量与支承轴承载荷进行协同考虑。研究结果可为低噪声舰船动力装置联轴器设计提供技术支撑。     

空气弹簧联轴器刚度特性仿真

通过非线性有限元分析软件建立了空气弹簧联轴器模型,分别利用Rebar单元和Herrmann单元模拟帘线以及气胎胶囊,从而实现对刚度特性的计算。本文分析比较了影响空气弹簧径向刚度及轴向刚度的多种因素,包括结构形式(如气囊对数、气囊容积、气囊高度、气囊有效直径)、气囊帘线材质、帘线层数、帘线的角度、橡胶的材料特性以及气囊初始充气压力等。通过有限元仿真设计方法,对几种影响空气弹簧刚度特性的因素进行了优化,从而确定空气弹簧联轴器的参数。本文不但得到了各参数影响联轴器刚度的趋势,而且得到了各参数下联轴器的刚度值。     

大型船舶推进轴系校中多点非线性弹性支承模型研究

文章研究了大型船舶推进轴系校中多点非线性弹性支承计算模型的建立方法.通过采用Timoshenko梁单元对船舶推进轴系进行有限元法建模,研究了轴系校中过程中水润滑轴承多点弹性支承、轴承变位和非线性支承刚度的处理方法.最后,分别采用多点非线性弹性支承模型、多点刚性支承模型和单点非线性弹性支承模型对某大型船舶轴系进行校中计算.研究发现,多点非线性弹性支承模型优于另外两种模型,可以较好地描述艉部水润滑轴承处负荷的实际分布情况.     

高弹性联轴器断裂事故分析

在船舶动力装置中,为了调整轴系扭转振动的固有频率,降低扭振应力或为避免齿轮传动轮齿啮合的敲击,在主机推进轴系或柴油发电机组的传动中,采用高弹性联轴器。但是,目前国内在高弹性联轴器选用上还缺乏系统的完整的方法,而且高弹性联轴器产品系列较为单一,橡胶的强度和刚度的匹配、弹性联轴器     

起重机起升机构动态分析及其响应

本文介绍了起重机起升机构试验台的设计思想和基本构造，作者将该试验台简化为九自由度力学模型，应用计算机仿真分析了起重机起升机构在过渡过程中的动力响应。在理论上对起升机的动力响应进行了进一步的研究。还阐明了弹性联轴器的阻尼，刚度和高速轴上各转动惯量等参数对起升机构动力响应的影响。     

膜盘联轴器膜盘应力与刚度分析

膜盘联轴器以其结构简单、体积小、可靠性高能够最大限度的通过其弹性变形补偿输入输出端的位移偏差,而被广泛应用于航空、船舶以及化工等领域。膜盘是联轴器关键部件之一,但作为旋转机械,膜盘属于易损部件,故本文对膜盘在各载荷作用下应力分布情况进行仿真分析,同时对其扭转刚度、轴向刚度、角向刚度做计算分析,计算结果可为膜盘结构设计以及优化提供重要参考。     

膜盘联轴器膜盘应力与刚度分析

膜盘联轴器以其结构简单、体积小、可靠性高能够最大限度的通过其弹性变形补偿输入输出端的位移偏差,而被广泛应用于航空、船舶以及化工等领域.膜盘是联轴器关键部件之一,但作为旋转机械,膜盘属于易损部件,故本文对膜盘在各载荷作用下应力分布情况进行仿真分析,同时对其扭转刚度、轴向刚度、角向刚度做计算分析,计算结果可为膜盘结构设计以及优化提供重要参考.     

利用MSC. Marc分析气囊结构参数对空气弹簧垂向特性的影响

利用非线性有限元软件Marc的加强筋模型和空腔结构模型,研究了带有增强帘线层的空气弹簧橡胶气囊的垂向刚度特性,通过对空气弹簧气囊的加载过程的模拟分析,得出气囊各结构参数对其垂向拉伸压缩特性的相关影响,为空气弹簧联轴器的设计研究提供了有效可行的手段.     

船用“弹性联轴器”的优化改进设计

原始的弹性联轴器在使用中,经常发生弹性橡胶件快速磨损,导致弹性橡胶件需经常更换.文章介绍了一种新型“弹、刚性联轴器”,在“弹性联轴器”的基础上进行了优化设计,使其既具有“弹性联轴器”的装配简单特点又具有“刚性联轴器”的耐磨性.通过改善原始弹性联轴器的受力情况和结构的变化,使“弹、刚性联轴器”便于维修.     

基于有限元模型的橡胶减振元件性能研究及失效分析

介绍了橡胶减振器Mooney-Rivlin本构关系描述的橡胶材料的非线性弹性特性.通过有限元模型的建立,对减振器静态刚度特性和动态刚度特性进行了研究,得出了减振器刚度失效判据和硬度失效判据.     

第十二届深水操作会议和展览会(英文)

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.     

The 11th International Conference on Hydrodynamics (ICHD 2014)

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.     

33rd International Conference on Ocean,Offshore and Arctic Engineering （OMAE2014）

正San Francisco,California,June 8-13,2014.OMAE 2014 is the ideal forum for researchers,engineers,managers,technicians and students from the scientific and industrial communities from around the world to:·meet and present advances in technology and its scientific support;·to exchange ideas and experiences whilst promoting technological progress and its application in industry·to promote international cooperation in ocean,offshore and arctic engineering.In line with the tradition of excellence of previous OMAE conferences,more than 900 technical papers are planned for presentation.Outreach for Engineers Specialty Forum This Specialty Forum is designed for students and professionals who may not be familiar with the Ocean and Offshore industry,as well as those who have just recently specialized in this field.     

Catalyzing Coastal Management in Kenya and Zanzibar: Building Capacity and Commitment

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.     

A simplified method for reliability- and integrity-based design of engineering systems and its application to offshore mooring systems

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.     

含裂纹钢板复合材料修补强度和刚度数值分析

用ANSYS有限元分析软件对复合材料补片修复含边裂纹和中心裂纹钢板的强度和刚度进行了数值分析.引入相对刚度的概念,研究了钻有止裂孔裂纹的长度对损伤钢板相对刚度的影响,分析了损伤钢板刚度复合材料贴片修补效果;引入屈服载荷提高率的概念,分析了损伤钢板强度的修复效果.     

舰艇反鱼雷技术

对目前舰艇反鱼雷技术中的非杀伤、软杀伤和硬杀伤等比较先进的手段进行了阐述,并在此基础上分析研究了舰艇反鱼雷技术的发展趋势。     

混凝土道路、堆场面层裂缝的产生与防治

从混凝土道路、堆场的各个结构层分析裂缝产生的原因,并针对性地说明预防措施,阐述裂缝维修方法。     

利比亚米苏拉塔市萨瓦瓦区5000套住宅项目中心区设计

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。     

Community-Based Management for Sustainable Fisheries Resources in Phang-nga Bay,Thailand

Fishing communities, the Government of Thailand Department of Fisheries, local nongovermnental organizations, universities, the Food and Agriculture Organization of the United Nations (FAO), and FAO's Bay of Bengal Program have undertaken a partnership in management of Phang-nga Bay's coastal resources. It is the first project of its kind in Thailand, and although still in the early stages, offers insights that may contribute to our knowledge of how we can improve our management of coastal resources, including the importance of (1) building relationships within the governance process; (2) combining education, enforcement, and economic incentives to achieve compliance; (3) implementing solutions early; and (4) government support of community-based decisions. These insights reinforce trends emerging in other coastal management projects in the Asian region.