Hydrodynamic forces on a two-dimensional multihull structure in waves: application of the scattering matrix theory

The diffraction and radiation problems of a two dimensional multihull structure were investigated by application of the scattering matrix theory. The scattering matrix theory is widely used to analyze wave interaction problems in various scientific fields. The research is focused on the zeros of the wave exciting force near resonance, which occurs both in the diffraction problem and the radiation problem. At the zeros of the wave exciting force, the wave exciting force for the overall structure is zero, but each demihull undergoes wave excitation. At near-resonant frequencies, the amplitude of the traveling wave between adjacent demihulls becomes very large and the demihulls experience very large wave forces. A number of simple equations for representing the hydrodynamic properties of the multihull structure at the zeros and near-resonant frequencies are obtained. Numerical examples show that these simple equations well explain the hydrodynamic forces and the wave system in the spaces between the demihulls.     

高桩码头-岸坡相互作用有限元数值模拟

高桩码头-岸坡体系的相互作用机理一直是困扰工程界的难题。基于某突堤的现场勘察资料和土体参数,建立了高桩码头与岸坡相互作用的二维平面应变问题和三维空间问题的弹塑性有限元模型,采用与M ohr-Co lum n准则匹配的D rucker-P rager准则作为土的屈服准则,分析了桩基-岸坡体系的变形机理,同时,针对二维和三维情况各种工况组合进行了对比分析,并结合土体参数和现场测斜资料,分析了高桩码头-岸坡体系的变形规律,并指出了影响桩、梁和岸坡体系变形的主要因素,并建议了合理的治理方案。     

舰载无人机战术控制系统研究

无人机以其特点已在战场中扮演着举足轻重的角色，随着无人机技术的飞速发展，必须研制通用的无人机战术控制系统（TCS），实现对各类无人机的操控，并将无人机系统与舰艇C^4I系统有效集成。对美军无人机战术控制系统发展情况进行了简要描述，系统地分析了舰载见人机战术控制系统的功能、交互等级和系统组成，并阐述了系统运行方式：     

加筋及灌浆联合处理软土地基的应用和分析

提出了采用“土工合成材料加筋 路基注浆 桩支撑”系统的复合地基,并运用于软土地基上路基加宽。结合弹塑性有限元程序,分析比较了路堤在加桩和不加桩情况下的沉降大小、不均匀沉降以及土体中的应力水平;特别是,桩-土相互作用的计算分析与实测资料的分析比较。得出了一些相关结论,从而为工程实践提供了一定的理论依据。     

Hydrodynamic interactions between two bodies in waves in 3D time domain

In this paper, a 3D time domain technique is adopted to calculate the coupled hydrodynamic interaction between two bodies without flare in waves. For verifying the code, two same cylinders are selected to calculate coupled hydrodynamic effects by comparison with the results obtained by 3D frequency method which has been proved to be efficient for solving such problems. In order to improve efficiency of calculation, the effect of history time has been discussed, and an improved method is presented. Moreover, the effect of lateral separation distance is also discussed in detail. The technique developed here may serve as a more rigorous tool to analyze the related transient problems of two ships doing underway replenishment in waves.     

Numerical simulation with a macroscopic CFD method and experimental analysis of wave interaction with fixed porous cylinder structures

Porous structures have been widely applied in the coastal and ocean engineering due to their wave energy dissipation mechanism. The macroscopic computational fluid dynamics (CFD) approach where the quadratic pressure drop condition of porous surface is introduced to model the wave interaction with porous cylinders. A series of CFD simulations of waves interacting with a single porous cylinder and the combined structure of a porous cylinder with a concentric inner solid column are performed, with corresponding tank tests conducted. The CFD method is compared with experiments, linear potential model, and the quadratic BEM (boundary element method) model. The effects of porosity and porous cylinder radius on wave force and wave heights inside porous cylinder are analyzed to evaluate the performance of porous shell reducing wave loads and wave surface elevation, and the wave force variation with incident wave amplitudes are also investigated. The results demonstrate that the established CFD model is reliable for engineering analysis and thereby being of great significance for reference purpose in the CFD simulations of waves interacting with porous structures.     

整体式悬挑结构与岩土共同作用研究

介绍了一种山区道路拓宽技术——整体式悬挑结构,运用有限元软件数值模拟了岩土对荷载的响应,提出了其简化计算方法；用visual c++编写了一种适用于该结构的计算程序,对该结构与岩土的共同作用进行了研究；得出了不同土体对结构受力的影响,实际工程选用老填土和碎石土是经济的.     

渗水作用下膨胀土中单桩承载变形特性研究

目前膨胀土中桩基设计仍基于非膨胀土力学的设计原则。基于FLAC3D采用热-力耦合方法实现吸热膨胀来模拟膨胀土的吸湿膨胀,并重点阐述温度场模拟湿度场的关键参数取值方法。建立膨胀土中单桩三维实体模型,得出渗水作用下膨胀土中单桩的荷载变形特性、桩侧摩阻发挥特征,并分析了桩长、桩径、膨胀系数等对单桩承载特性的影响规律。研究结论:非扩底桩最小桩长宜大于2倍膨胀影响深度;细长桩比短粗桩更能有效降低膨胀土中桩顶的位移。该方法可获得渗水作用下任一时刻的桩身受力变形特性,为研究膨胀土中桩基受荷性能提供一种可行的变通手段。