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CFD simulation of propeller and rudder performance when using additional thrust fins 总被引:2,自引:0,他引:2
HUANG Sheng ZHU Xiang-yuan GUO Chun-yu CHANG Xin 《船舶与海洋工程学报》2007,6(4):27-31
To analyse a possible way to improve the propulsion performance of ships,the unstructured grid and the Reynolds Average Navier-Stokes equations were used to calculate the performance of a propeller and rudder fitted with additional thrust fins in the viscous flow field.The computational fluid dynamics software FLUENT was used to simulate the thrust and torque coefficient as a function of the advance coefficient of propeller and the thrust efficiency of additional thrust fins. The pressure and velocity flow behind the propeller was calculated. The geometrical nodes of the propeller were constituted by FORTRAN program and the NUMBS method was used to create a configuration of the propeller,which was then used by GAMMBIT to generate the calculation model. The thrust efficiency of fins was calculated as a function of the number of additional fins and the attack angles. The results of the calculations agree fairly well with experimental data,which shows that the viscous flow solution we present is useful in simulating the performance of propellers and rudders with additional fins. 相似文献
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文章应用CFD商业软件FLUENT6.3模拟了水下两相冲压式发动机的内流场以及分析了环境压强对发动机内推力的影响.假设流动为稳定流动,空气是不可压缩的并且空气和水之间没有热量交换.在航行速度,环境压强和喷气角度不变的条件下,发动机内推力随着空气的质量流量增大而增大;内推力的动态分量随空气的质量流量增大而增大,静态分量几乎保持不变.在航行速度,通气量和喷气角度不变的条件下,发动机内推力随着环境压强增大而增大;内推力的静态分量随环境压强增大而增大,动态分量几乎保持不变. 相似文献
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为解决当前手段不能实现管环端面平整偏差自动测量的问题,及时为人工补偿平整偏差提供数据依据,基于所建立的模型设计自动测量方案并对测试应用结果进行分析总结。通过分析盾构施工特点,确定可在盾构坐标系内表征测量点坐标,在此基础上推导基于推进油缸行程的管环平整偏差数学模型,证明基点与测量点间距与安装角度关系可由三角函数描述,且可在平面直角坐标系内计算平整偏差。设计基于油缸行程传感器的评估算法、测量方案,实际测试的数据表明,和人工测量结果相比,该系统能以较高精度自动监测管环平整偏差,有效降低测量人员的劳动强度。 相似文献
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采用对隧道洞室周边及开挖面的土体施加由盾构机引起的各种荷载的方法模拟盾构施工,通过变化注浆压力及推进力研究盾构施工对周边土体及单桩基础的影响.增加注浆压力是减小盾构推进对周围土体影响的最有效的措施.当注浆压力足够大,推进力、盾尾脱离及浆液硬化对土体的影响程度相同.若使隧道顶点的沉降及隧道底部土体的回弹减小相同的数量,底部注浆孔的压力要大于顶部注浆孔的压力.当推进力大于临界值时,推进力对隧道周边土体的影响明显增加.隧道周边及地表处各点的位移变化主要发生在盾构机通过这些点所在位置时,衬砌生成后,随后的开挖步对其影响很小.桩侧隧道洞室衬砌生成后,随后开挖步施加的注浆压力可以明显减小桩顶沉降,注浆压力越大,桩顶最终沉降越小.推进力对桩顶沉降影响不明显.盾构施工引起的桩顶和桩底的沉降始终相同,即桩整体下沉.桩顶无荷载及桩顶施加工作荷载时,开挖引起的桩顶沉降相同;桩顶施加极限荷载时,开挖引起的桩顶沉降明显增加. 相似文献
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A series of collapse analyses is performed applying nonlinear FEM on stiffened panels subjected to longitudinal thrust. MSC.Marc is used. Numbers, types and sizes of stiffeners are varied and so slenderness ratio as well as aspect ratio of local panels partitioned by stiffeners keeping the spacing between adjacent longitudinal stiffeners the same. Initial deflection of a thin-horse mode is imposed on local panels and that of flexural buckling and tripping modes on stiffeners to represent actual initial deflection in stiffened panels in ship structures. On the basis of the calculated results, buckling/plastic collapse behaviour of stiffened panels under longitudinal thrust is investigated. The calculated ultimate strength are compared with those obtained by applying several existing methods such as CSR for bulk carriers and PULS. Simple formulas for stiffened panels, of which collapse is dominated fundamentally by the collapse of local panels between longitudinal stiffeners, are also examined if they accurately estimate the ultimate strength. Through comparison of the estimated results with the FEM results, it has been concluded that PULS and modified FYH formulas fundamentally give good estimation of the ultimate strength of stiffened panels under longitudinal thrust. 相似文献
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