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Design and Mechanical Performance Analysis of a New Wheel Propeller 被引量:8
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作者 GAO Fudong PAN Cunyun XU Haijun ZUO Xiaobo 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 2011年第5期805-812,共8页
Nowadays,how to enhance the maneuverability of autonomous underwater vehicles(AUVs) is an important issue in the domain of international navigation in that most AUVs just have a single function of underwater navigat... Nowadays,how to enhance the maneuverability of autonomous underwater vehicles(AUVs) is an important issue in the domain of international navigation in that most AUVs just have a single function of underwater navigation or submarine movement,while the design of thrusters is the key of solving the problem.The multi-moving state autonomous underwater vehicle in this paper can achieve four functions,such as wheels,legs,thrust,and course control depend on the characteristics of spatial deflexion and continual circumgyratetion of the flexible transmission shaft.A new wheel propeller for the multi-moving state autonomous underwater vehicle is presented through analyzing the mechanical characteristics of the ducted propeller and the contracted and loaded tip(CLT) propeller.Then the computational fluid dynamics(CFD) method is used to simulate numerically different propellers open-water performance by using the Reynolds-averaged Navier-Stokes(RANS) equations and Reynolds stress model(RSM) based on sub-domains hybrid meshes.The predicted thrust coefficients,torque coefficients and pressure of the propellers agree well with the experimental data of their open-water performance.The good consistency shows that the numerical method has good accuracy in the prediction of propeller open-water performance,which guides to design the wheel propeller.Moreover,for the sake of ensuring the security and stability of the AUV when it is moving on the ground,finite element method is used to simulate numerically the intensity and vibration characteristics.The proposed final wheel propeller D4-70(WPD4-70) has preferable open-water performance and intensity characteristics,which can realize the agile maneuverability of the multi-moving state autonomous underwater vehicle. 展开更多
关键词 wheel propeller numerical calculation computational fluid dynamics finite element method
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考虑SSI的滑坡区输电塔线体系安全性分析
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作者 陈树平 李成 +3 位作者 王彦海 苗红璞 李双林 周冬阳 《安全与环境工程》 CAS CSCD 北大核心 2024年第5期135-145,共11页
为探究边坡变形对输电塔线体系安全性的影响规律,以位于滑坡体上的某输电塔线体系为研究对象,采用有限元数值计算方法,考虑塔线耦合作用、土-结构相互作用(SSI)以及边坡变形程度与方向的影响,建立了输电塔线体系整体有限元模型,探究了... 为探究边坡变形对输电塔线体系安全性的影响规律,以位于滑坡体上的某输电塔线体系为研究对象,采用有限元数值计算方法,考虑塔线耦合作用、土-结构相互作用(SSI)以及边坡变形程度与方向的影响,建立了输电塔线体系整体有限元模型,探究了塔线体系受力特性对边坡变形的响应规律,提出了可用于评估滑坡区输电线路安全性的2个参数,即铁塔塔腿支座位移以及塔腿根开变化值。结果表明:在典型边坡变形作用下,上部塔线体系的失效以第一横隔面以及导线悬挂点附近主材、交叉斜材等杆件的屈服为标志;边坡变形角度对塔线体系失效特征的影响不大,但对其抗边坡变形能力的影响显著;总体来看,塔线体系承受一定倾角边坡变形的能力远小于承受水平地表变形的能力,其中大部分情况下只能承受水平地表变形工况下塔腿支座变形的70%~80%,拉伸变形工况下只能承受水平地表变形工况下塔腿支座变形的60%左右。研究结果对滑坡区输电铁塔的安全防治有指导意义。 展开更多
关键词 滑坡区 安全性分析 塔线体系 土-结构相互作用(SSI) 抗边坡变形能力 有限元数值计算方法
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高边坡加筋土路堤稳定性计算与设计优化 被引量:2
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作者 满冠峰 《山西交通科技》 2014年第6期33-35,共3页
针对目前加筋土路堤边坡稳定性计算和工程设计,提出了极限平衡法和有限元数值计算法两种不同的分析方法,并分别概括了两种方法的分析过程及针对实际加筋路堤工程设计进行了优化设计分析计算。
关键词 加筋土路堤边坡 极限平衡法 有限元数值计算法 稳定分析 优化设计
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