在波浪荷载作用下插入式大圆筒结构稳定性分析评述

结合某大圆筒结构工程，对大圆筒结构稳定性分析中的各种计算方法进行了综合评述与讨论，尤其对大圆筒结构在波浪荷载作用下，各方法采用的受力计算模式及其计算结果进行了深入剖析，明确了一些概念性问题，有助于促进本课题的进一步发展。     

槽道湍流的展向振荡电磁力壁面减阻

采用直接数值模拟方法,对槽道湍流的展向振荡电磁力的减阻效果和减阻机理进行了研究,讨论了电磁力强度和振荡频率对湍流猝发事件以及壁面减阻率的影响.结果表明,电磁力强度或振荡频率变化时,湍流猝发频率和猝发强度的变化趋势是相反的,所以存在最优参数使得减阻效果最好.等价壁面展向速度可以很好地描述电磁力强度和振荡频率的变化对减阻效果的综合效应.     

An Approximate Method for Calculation of Fluid Force and Response of A Circular Cylinder at Lock-in

In this paper, equations calculating lift force of a rigid circular cylinder at lock-in in uniform flow are deduced in detail. Besides, equations calculating the lift force on a long flexible circular cylinder at lock-in are deduced based on mode analysis of a multi-degree freedom system. The simplified forms of these equations are also given. Furthemore, an approximate method to predict the forces and response of rigid circular cylinders and long flexible circular cylinders at lock-in is introduced in the case of low mass-damping ratio. A method to eliminate one deficiency of these equations is introduced. Comparison with experimental results shows the effectiveness of this approximate method.     

沉入式大圆筒码头稳定性有限元强度折减法分析

由于作用荷载复杂,沉入式大圆筒码头结构设计计算需要考虑不利情况下的各种荷载组合,难以应用现有的有限元加载系数法进行稳定性分析。有限元强度折减法目前已广泛应用于土体边坡稳定性分析。沉入式大圆筒结构的抗滑、抗倾稳定性是靠地基土的嵌固作用来维持的,可通过弱化土体强度来实现对结构极限破坏状态的模拟。在此假设基础上,建立沉入式大圆筒码头稳定性分析的有限元强度折减法。结合某工程实例,利用有限元强度折减法分析沉入式大圆筒码头结构的稳定性。强度折减法只需对土体的强度进行弱化,操作方便,克服了加载系数法的缺点,适用于码头等作用荷载复杂的结构物稳定性分析。     

超深水混合缆绷紧式系泊系统非线性循环动力分析

由于高强聚乙烯(HMPE)和聚酯(polyester)缆绳具有各自独特的材料性能,因此提出在超深水绷紧式系泊系统中,采用高强聚乙烯和聚酯组成的混合缆作为系缆。以一系泊在超深水处的FPSO为例,系缆分别采用聚酯缆绳、高强聚乙烯缆绳以及混合缆。比较了循环载荷作用下,不同绷紧式系泊系统的动力响应。分析表明,在超深水中采用混合缆能够设计出合宜刚度的系泊系统,使系泊系统既有保持海洋浮式结构物在平衡位置的能力,又有风暴载荷下良好的生存能力。较理想的混合缆构型是:在靠近海底部分,采用高强聚乙烯缆绳;而在靠近海面部分,采用聚酯缆绳。这些认识对混合缆应用于超深水绷紧式系泊系统具有重要的参考价值。     

Behavior of vortex-induced vibration of a circular cylinder near a deformable wall with two degrees of freedom in steady flow

The behavior of vortex-induced vibration of a two-degree-of-freedom cylinder near a deformable wall in steady flow is investigated experimentally.The typical phenomenon of the two-degree-of-freedom cylinder’s VIV is discussed.The influences of initial gap between the cylinder and the wall on the dynamic responses of the cylinder are analyzed.The comparison is made about dynamic responses of the cylinder with one and two degrees of freedom.Experimental results show that the vibration of the cylinder near a deformable wall with a small value of initial gap-to-diameter ratios can generally be divided into two phases.The initial gap-to-diameter ratios have a noticeable influence on the occurrence of transverse vibration.The transverse maximum amplitude of the cylinder with two degrees of freedom is larger than that of the cylinder with one degree of freedom under the condition with the same values of other parameters.However,the vibration frequency of the cylinder for the two degrees of freedom case is smaller than that for the one degree of freedom case at the same value of Vr number.     

振荡水柱波能发电装置气室的三维数值模拟研究

振荡水柱装置是目前世界上应用最为广泛的岸式波能发电装置.气室作为该装置的主要结构可将入射波浪的能量转换为往复振荡的气流动能,是完成能量一次转换的关键结构.为了建立用于考察入射波浪、气室内的波面振荡变化,准确预测气室工作性能的三维数值模拟模型,构建了基于VOF模型的三维数值波浪水槽.通过与物理模型试验的结果对比发现,该模...     

Influence of Turbulence Intensity and Turbulence Length Scale on the Drag, Lift and Heat Transfer of A Circular Cylinder

Influence of the turbulence intensity and turbulence length scale on the hydrodynamic characteristics and heat transfer of a circular cylinder, streamlined by a viscous fluid flow, is numerically studied. We take the Reynolds number of the oncoming flow equal to 4×10⁴, the turbulence intensity Tu_f and the dimensionless turbulence length scale L_f varying from 1.0% to 40% and from 0.25 to 4.0, respectively. We confirmed that the increase of Tu_f leads to the suppression of the periodic vortex shedding from the cylinder surface, and as a result the stationary mode of streamlining is formed. Consequently, with the increasing turbulence intensity directly in front of the cylinder Tu^*, the amplitude of the lift coefficient decreases monotonically. Nevertheless, the time-averaged drag coefficient of the streamlined cylinder decreases at Tu^*<6.0%, and increases at Tu^*>9.0%. The dependence of the average Nusselt number on Tu^* is near-linear, and with the increasing turbulence intensity, the Nusselt number rises. However, the change of the average Nusselt number depending on L_f is non-monotonic and at L_f=1.0, the value reaches its maximum.     

Variation of Flow Field Around Twin Cylinders with and Without the Outer Perforated Cylinder ? Numerical Study

Presence of the outer perforated cylinder reduces the direct wave impact on the inner cylinder, which has been testified by many researchers. However, the force reduction mechanism, which is complicated due to the wave-porous structure interaction, needs to be addressed in detail. The present study explains the mechanism with the aid of the computational fluid dynamics (CFD) tool STAR CCM+. This package is chosen for its capabilities to simulate viscous and turbulence effects caused by passage of waves. For the present study, flow fields around the twin cylinders with different orientations are examined with and without the outer perforated cover. Mechanism contributing to the reduction of force on the existing structure is explained in physical terms, and force reduction is quantified. The present study has direct application in the retrofitting application of offshore members.