海上风力机安装技术研究(英文)

Wind power has made rapid progress and should gain significance as an energy resource, given growing interest in renewable energy and clean energy. Offshore wind energy resources have attracted significant attention, as, compared with land-based wind energy resources, offshore wind energy resources are more promising candidates for development. Sea winds are generally stronger and more reliable and with improvements in technology, the sea has become a hot spot for new designs and installation methods for wind turbines. In the present paper, based on experience building offshore wind farms, recommended foundation styles have been examined. Furthermore, wave effects have been investigated. The split installation and overall installation have been illustrated. Methods appropriate when installing a small number of turbines as well as those useful when installing large numbers of turbines were analyzed. This investigation of installation methods for wind turbines should provide practical technical guidance for their installation.     

不同状腿结构的自升式平台对比分析(英文)

The jack-up unit is one of the best drilling platforms in offshore oil fields with water depth shallower than 150 meters.As the most pivotal component of the jack-up unit,the leg system can directly affect the global performance of a jack-up unit.Investigation shows that there are three kinds of leg structure forms in the world now:the reverse K,X,and mixing types.In order to clarify the advantage and defects of each one,as well as their effect on the global performance of the jack-up unit,this paper commenced to study performance targets of a deepwater jack-up unit with different leg systems(X type,reverse K type,and mixing type).In this paper a typical leg scantling dimension and identical external loads were selected,detailed finite element snalysis(FEA) models were built to simulate the jack-up unit’s structural behavior,and the multi-point constraint(MPC) element together with the spring element was used to deal with the boundary condition.Finally,the above problems were solved by comparative analysis of their main performance targets(including ultimate static strength,dynamic response,and weight).     

斜拉桥下塔柱大体积混凝土温控研究

大体积混凝土由于其聚集的水化热高且混凝土散热困难,因此温度裂缝控制是大体积混凝土施工的关键。该文结合工程实例,依据温控标准,提出温度控制措施,通过Midas软件模拟大体积混凝土的温度场,分析混凝土浇筑、水管冷却及边界条件等因素对其温控的影响,并制定相应的温度监测方法以检验温控标准和措施效果。其数值分析与现场监测结果达到较好的吻合。     

新型水下RTP管楔块夹紧式接头设计与分析研究

针对适用于水下的6英寸非金属粘结性RTP管,设计了新型的楔块夹紧式接头。使用SolidWorks软件进行了结构设计,并基于有限元理论建立了有限元分析模型,采用ABAQUS有限元分析软件对楔块夹紧式接头系统在极限工作内压和轴向拉伸条件下进行静态分析。得到了该新型楔块夹紧式接头系统在极限工作内压条件下的Von Mises应力、接触应力和剪切应力,并按照DNV设计规范对接头所受应力进行校核,验证了新型楔块夹紧式接头系统的设计可行性与结构可靠性,同时探究了该楔块夹紧式接头在设计制造以及安装时遇到的一些问题,给出了相关的设计、加工、安装和使用方面的建议,为国内水下油气管线的发展和使用提供帮助。     

用塑性节点法作船体极限强度分析

本文基于塑性节点法提出了一种较为精确而又高效的非线性有限元计算方法。     

水面无人艇路径规划的现状与挑战

近年来,随着人工智能技术的发展,水面无人艇（USV）成为了海洋工程的研究热点,而路径规划问题一直都是无人船艇智能化进程中的一项关键技术。文章首先介绍了现有路径规划的环境建模方法,并对比了各种方法的特点。根据无人艇对环境信息的获取程度,分别从全局路径规划、局部路径规划、近程反应式危险规避和运动规划等4个维度综述了路径规划方面的最新研究成果,总结了学术界对各种算法改进的切入点。最后探讨了当前无人艇路径规划领域面临的挑战和研究重点,未来对USV路径规划研究应该在实际海况数据的利用、控制器协同、COLREGS的融合、复杂海况的规避、碰撞危险评估模型的完善、路径评价体系的建立等方面重点开展。     

明渠中跌水的水力计算

跌水的水力计算,包括进水口、消力池和出水口,关键是确定消力池的长度和深度。     

桥梁墩台作用效应组合

在所有作用中,车辆荷载的变动对作用效应组合起着支配作用。桥墩计算中,一般需验算墩身截面的强度、作用在墩身截面上合力的偏心距及桥墩的稳定性等。因此,需根据不同的验算内容选择各种可能的最不利效应组合。     

梁式桥墩台剪切破坏机理研究

该文针对现役梁式桥墩台普遍存在剪切破坏的现象,立足于实际问题从理论出发对于墩台剪切破坏的机理进行系统的研究,并归纳出导致梁式桥墩台剪切破坏的原因。