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1.
In designing the support structures of floating wind turbines (FWTs), a key challenge is to determine the load effects (at the cross-sectional load and stress level). This is because FWTs are subjected to complex global, local, static, and dynamic loads in stochastic environmental conditions. Up to now, most of the studies of FWTs have focused on the dynamic motion characteristics of FWTs, while minimal research has touched upon the internal load effects of the support structure. However, a good understanding of the structural load effects is essential since it is the basis for achieving a good design. Motivated by the situation, this study deals with the global load effect analysis for FWT support structures. A semi-submersible hull of a 10-MW FWT is used in the case study. A novel analysis method is employed to obtain the time-domain internal load effects of the floater, which account for the static and dynamic global loads under the still water, wind, and wave loads and associated motions. The investigation of the internal stresses resulting from various global loads under operational and parked conditions and the dynamic behavior of the structural load effects in various environmental conditions are made. The dominating load components for structural responses of the semi-submersible floater and the significant dynamic characteristics under different wind and wave conditions are identified. The dynamic load effects of the floating support structure are investigated by considering the influence of the second-order wave loads, viscous drag loads induced global motions, and wind and wave misalignments. The main results are discussed, and the main findings are summarized. The insights gained provide a basis for improving the design and analysis of FWT support structures.  相似文献   

2.
采用三维势流理论进行船舶运动和波浪载荷预报时,有2种Green函数可供选择:自由Green函数和Rankine源.混合源法,同时使用这2种Green函数,结合了两者的优点.本文对三维时域混合源法开展研究,为了验证该方法的可行性,本文对一艘散货船进行了时域上运动和波浪载荷的计算,并将计算结果转化到频域上以得到RAO.最终把有航速随浪和顶浪工况下该散货船垂向运动和载荷的RAO与WASIM计算结果以及模型试验结果进行比较.比较结果表明,混合源法计算结果与WASIM结果大体一致;在波长较短时,两者计算结果和试验值结果吻合较好,波长较长时两者计算结果都较试验值偏大.随浪海况下2种计算结果较顶浪更贴近试验值.  相似文献   

3.
应用三维势流理论,以挪威船级社(DNV)的SESAM程序系统作为主要工具,分析研究了一条在西非海域作业的30万吨级浮式生产储油轮(FPSO)的水动力特性,包括船体运动与波浪诱导载荷的规律,给出了该轮主要截面上波浪诱导载荷的长期预报计算结果.  相似文献   

4.
弄清水下航行器内孤立波载荷形成机理是分析内孤立波对航行性能影响和控制研究的基础和前提。采用数值模拟方法深入分析模型位于内孤立波波面上方、穿越波面、位于波面下方3种情形下,模型受内孤立波流场水动力作用和分层密度差静力作用过程,对比不同潜深时纵向力、垂向力和俯仰力矩特性差异。研究表明,穿越波面的情况下,模型所处的流体密度变化,起了决定性作用,垂向力比纵向力大一个量级;穿越波面时,艏艉浮力不平衡,俯仰力矩有极大值和极小值出现;模型始终位于波面上方或下方时,受内孤立波流场的影响,其水动力性能也产生了明显的变化。  相似文献   

5.
数值波浪水池及顶浪中船舶水动力计算   总被引:12,自引:3,他引:12  
吴乘胜  朱德祥  顾民 《船舶力学》2008,12(2):168-179
基于粘流理论建立了三维数值波浪水池,模拟了非线性波浪,并对规则波顶浪中前进的拘束船模的水动力进行了计算.数值模拟中,控制方程-RANS方程和连续性方程使用有限体积法离散,非线性自由面采用VOF方法处理;在入口边界模拟柔性造波板运动产生入射波,使用位于波浪水池尾部的人工阻尼区消波.给出了非线性规则波的模拟结果以及规则波顶浪中前进的拘束船模的水动力计算结果,并与理论解及DUT(Delfi University of Technology)的试验数据进行了比较,二者吻合良好.  相似文献   

6.
数值水池短峰不规则波模拟研究   总被引:4,自引:0,他引:4  
基于粘性数值波浪水池技术,对短峰不规则波进行数值模拟.文中首先改进了长峰不规则波的数值模拟方法,并使用改进后的方法进行了不同海况下长峰不规则波数值模拟,模拟效果明显改善,数值模拟结果与目标值储吻合相当好.之后进行了短峰不规则波的数值模拟,模拟结果与特征值/目标谱也相当接近.  相似文献   

7.
高速气垫船对船体结构重量控制严格,而合理确定作用于船体的波浪载荷是结构设计、优化和安全性评估的基础。本文在气垫船船体结构受力特点分析的基础上,采用“分段船模”模型试验方法对目标气垫船开展了波浪载荷预报研究,重点解决了试验模型垫升系统动力特征相似、重量控制等关键问题。试验结果能反映目标气垫船围裙气垫的响应特点,说明所用分段船模试验方法预报气垫船运动与载荷的结果可信。基于此,对目标气垫船波浪载荷设计值的规范计算结果表明,给定的载荷规范计算方法可为气垫船结构设计提供参考。  相似文献   

8.
The behavior of a ship in regular waves during maneuvering was studied by using a two-time scale model. The maneuvering analysis was based on Söding’s (Schiffstechnik 1982; 29:3–29) nonlinear slender-body theory generalized to account for heel. Forces and moments due to rudder, propeller, and viscous cross-flow follow from the state-of-the-art procedures. The developed unified theory of seakeeping and maneuvering was verified and validated for calm water by comparing it with experimental and calculated zigzag and circle maneuvers. Linear wave-induced motions and loads were determined by generalizing the Salvesen-Tuck-Faltinsen (Trans SNAME 1970; 78:250–287) strip theory. The mean second-order wave loads in incident regular deep water waves in oblique sea conditions were estimated by the potential flow theories of Faltinsen et al. (Proc 13th Symp Naval Hydrody 1980), Salvesen (Proc Intl Symp Dynam Mar Vehicl Struct Wave 1974), and Loukakis and Sclavounos (J Ship Res 1978; 22:1–19). The considered theories cover the whole range of important wavelengths. Comparisons between the different mean second-order wave load theories and available experimental data were carried out for different ship hull forms when the ship was advancing forward on a straight course. The mentioned methods have been incorporated into the maneuvering model. Their applicability from the perspective of the maneuvering ability of the selected types of ships was investigated in given wave environments. The wave conditions are valid for realistic maneuvering cases in open coastal areas. It was demonstrated that the incident waves may have an important influence on the maneuvering behavior of a ship. The added resistance, mean second-order transverse force, and yaw moment also play important roles.  相似文献   

9.
10.
采用MIKE-BW模型对TEMA港内波浪场进行数值模拟和验证,二者吻合良好。在此基础上对比分析单向和多向不规则波作用下港内波浪条件,以及随入射波向和谱峰周期的变化规律。结果表明:在以绕射为主的模型中,多向波扰动系数大于单向波,此时采用多向波更加安全合理,并且在模型计算中,不可忽视地形变化对港域波高分布的影响;在模型边界反射较强的模型中,单向波扰动系数可能大于多向波扰动系数,此时采用单向波会更加安全。  相似文献   

11.
防波堤对长周期波浪的掩护较差,长周期波浪容易直接侵袭港内,恶化港内作业条件。依托物理模型试验结果,基于BW数值模型研究双色波作用下港池长周期波浪产生机制。对BW数值模型进行验证,模型与试验结果吻合良好。在频率分别为f1和f2的双色波作用下,波浪间发生非线性作用产生Δf、2f1-f2、2f2-f1、2f1、f1+f2、2f2等频率的波浪,当产生的长周期波浪Δf与港口自振频率趋于一致时,长周期波浪波高被港池捕捉发生共振而放大。随着双色波入射波高、调谐率的增加,波浪之间的非线性作用增强,长周期波高显著增大。  相似文献   

12.
The alternate hold still-water loading in hogging combined with wave loading is critical for the safe design of bulk carriers. The ultimate longitudinal strength of the hull girder of bulk carriers in this condition has been found to be considerably reduced by the action of local lateral pressure loads. In the present paper, an interaction equation based on the ultimate hull girder strength assessment obtained by nonlinear finite element analyses is adopted to consider the relationship between ultimate longitudinal bending capacity and average external sea pressure over the bottom. This interaction equation is used as the basis for the failure function. The annual probability of failure is obtained by FORM analysis considering two typical load cases, namely, pure longitudinal hogging bending moment and combined global hogging bending moment and local lateral pressure loads. The effect of heavy weather avoidance on the failure probability is evaluated. The results show that the local lateral pressure has a significant influence on the annual probability of failure of bulk carriers in the hogging and alternate hold loading condition.  相似文献   

13.
半潜式钻井平台承载力极限状态设计   总被引:1,自引:0,他引:1  
张延昌  刘昆  王璞  王自力 《船舶》2015,(2):1-13
以半潜式钻井平台为研究对象,研究承载力极限状态设计方法的应用。文中首先介绍了承载力极限状态、分析方法、强度衡准;然后基于非线性软件ABAQUS,以加筋板架为研究对象,对其极限强度有限元数值仿真的分析方法、初始变形影响、结果分析技术等进行研究,总结形成数值仿真分析技术。在此基础上,分析半潜平台结构模型、载荷模型、边界约束等,研究目标平台在横向分离、纵剪、纵扭三种变形模式下的极限承载力及变形模式;分析等效模型、加筋模型对计算结果、计算效率的影响,提出半潜式平台极限强度工程化数值分析技术。最后,基于部分安全系数准则提出完整半潜式平台结构极限强度衡准,并对目标平台进行评估;总结形成半潜式钻井平台基于承载力极限状态的结构设计技术。  相似文献   

14.
基于第3代数值海浪模型SWAN,采用自嵌套的方法提供谱型边界,对渤海"98.04"寒潮大风引起的风浪过程进行了数值模拟研究。将数值模拟结果与T/P卫星高度计观测资料和近岸浮标实测资料(波高和波向)进行了较为详细的比较,并分析了风浪要素的时空分布。结果显示风浪要素的模拟值与实测值吻合良好,表明SWAN模型能较好地再现渤海寒潮期间风浪的时空分布。  相似文献   

15.
The problem of oblique wave(internal wave) propagation over a small deformation in a channel flow consisting of two layers was considered.The upper fluid was assumed to be bounded above by a rigid lid,which is an approximation for the free surface,and the lower one was bounded below by an impermeable bottom surface having a small deformation;the channel was unbounded in the horizontal directions.Assuming irrotational motion,the perturbation technique was employed to calculate the first-order corrections of the velocity potential in the two fluids by using Green’s integral theorem suitably with the introduction of appropriate Green’s functions.Those functions help in calculating the reflection and transmission coefficients in terms of integrals involving the shape function representing the bottom deformation.Three-dimensional linear water wave theory was utilized for formulating the relevant boundary value problem.Two special examples of bottom deformation were considered to validate the results.Consideration of a patch of sinusoidal ripples(having the same wave number) shows that the reflection coefficient is an oscillatory function of the ratio of twice the x-component of the wave number to the ripple wave number.When this ratio approaches one,the theory predicts a resonant interaction between the bed and the interface,and the reflection coefficient becomes a multiple of the number of ripples.High reflection of incident wave energy occurs if this number is large.Similar results were observed for a patch of sinusoidal ripples having different wave numbers.It was also observed that for small angles of incidence,the reflected energy is greater compared to other angles of incidence up to.These theoretical observations are supported by graphical results.  相似文献   

16.
王燕燕  蔡磊 《水运工程》2019,(S2):78-82
采用改进的藤田气压模型计算8114号台风风场,同时采用MIKE21 SW波浪数学模型模拟台风作用下的波浪场。通过数值模型计算,提供码头位置在台风过境时的波浪情况,为工程建设提供依据。计算结果表明:8114号台风期间,工程海域出现12级以上的西北向大风,登步岛码头水域的有效波高大约在2.5 m,西闪岛码头水域约为2.0 m;波浪周期约为4.5 s;登步岛码头和西闪岛码头水域波向均在W—NW向。从8114号台风过境时码头水域的波浪场模拟计算结果可以看出,外海波浪对工程水域影响不明显,工程水域仍受岛上局地风浪影响。  相似文献   

17.
液舱内大幅晃荡引起的压强预报   总被引:3,自引:0,他引:3  
本文基于流体体积(VOF)法就部分装载液体的液舱内的晃荡压强进行了二维数值计算.为了模拟大幅晃荡引起的冲击压强,重点对数值计算较为敏感的速度边界条件进行了数值处理.通过对某一矩形液舱内的液体晃荡的计算,得到了自由表面位置和压强的时间历经曲线.计算结果同实验值的比较显示:本方法可以用于计算预报大幅晃荡引起的载荷.  相似文献   

18.
在均匀水深条件下,基于 ALE算法对匀速航行气垫船激励浮冰层的位移响应问题进行数值模拟。计算不同气垫船速度和河道岸壁宽度条件下的冰层位移响应,获得对应于冰层最大垂向位移变形情况下的气垫船临界速度。计算结果与理论解和试验结果符合良好,验证计算方法的有效性。计算结果表明:在临界速度时冰层下陷位移达到最大,而河道岸壁的存在将会使临界速度减小。  相似文献   

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