夹壳联轴器改型设计研究

从解决某一舰船联轴器的实际问题出发,提出了夹壳联轴器的一种设计改型方法。同时,按照该方法设计出一种改型的夹壳联轴器,并利用有限元软件ANSYS对联轴器稳态工作时的内部受力和应力集中问题进行了计算分析以及强度校核,验证了这种改型方法的可行性。     

梁板式高桩码头三维数值计算分析

针对现行的高桩梁板式码头平面设计方法的不足,提出利用Ansys有限元软件对梁板式高桩码头进行三维有限元计算与分析.通过后处理能够得到码头各部分的位移、应力、应变、剪力及弯矩的详细数据,计算结果更符合工程实际,为以后梁板式高桩码头的结构设计校核提供了参考依据.     

桩基础施工的有限元分析和校核

对泵段地基进行有限元计算分析,明确地基的受力情况和底板及桩的应力和位移情况,并对底板和桩进行强度和稳定性校核.     

船用“弹性联轴器”的优化改进设计

原始的弹性联轴器在使用中,经常发生弹性橡胶件快速磨损,导致弹性橡胶件需经常更换.文章介绍了一种新型“弹、刚性联轴器”,在“弹性联轴器”的基础上进行了优化设计,使其既具有“弹性联轴器”的装配简单特点又具有“刚性联轴器”的耐磨性.通过改善原始弹性联轴器的受力情况和结构的变化,使“弹、刚性联轴器”便于维修.     

高弹性橡胶联轴器在脉冲负载作用下的动态响应分析

根据某消磁电站的需要对高弹联轴器的动态特性进行分析,建立双质量的等效转振系统以及相应的动力学方程组。在建立系统振动微分方程的基础上,对高弹性联轴器在脉冲载荷和柴油机输出转矩同时作用下的响应进行数值分析,分析其扭转角度的变化,即第一个脉冲周期的扭转角度峰值响应发生在开始作用时和扭矩达到最大时,最后达到稳态。     

基于子模型细化分析的VLCC底边舱上折角半档肘板选型

超大型油船VLCC都应满足国际船级社协会IACS双壳油船共同结构规范(CSR-OT)的相关要求,船体结构中的高应力区域都需按CSR规范要求进行有限元细化分析。通过实际船舶审图工作的经历,总结了使用子模型细化分析手段校核高应力区域结构强度的方法,并使用该方法分析了位于某型VLCC 1/2强框架底边舱上折角处的4种典型肘板形式,为此类无规范要求的构件提供了校核方法。最终基于有限元分析FEA细化分析结果,提出了该处肘板结构选型的优化建议。     

板桩码头的ANSYS有限元分析

本文利用ANSYS有限元软件对板桩码头进行了三维实体模拟,对板桩码头的板桩、拉杆、锚定墙与土之间的相互作用进行了分析研究。通过ANSYS有限元软件的后处理,得到了板桩码头各构件的位移、剪力、等效应力等。计算结果符合实际情况,这为板桩码头的结构设计校核提供了可靠的参考数据。     

十字轴万向联轴器联接螺栓疲劳强度分析与计算

分析了万向联轴器产生的惯性附加转矩加联接螺栓所产生的疲劳强度的影响，并进行了校核计算，提出了联接螺栓的设计及安装要求。     

客滚船跳板结构设计及有限元分析

介绍了跳板结构设计过程中的若干要点,以海口—海安线客滚船的跳板为例,对跳板设计过程作了详细说明,并通过规范计算和有限元分析,对跳板进行了结构强度校核。介绍了跳板端部轴销和眼板尺寸的计算方法,并通过有限元分析对复杂形状的眼板进行校核,为跳板结构的安全性和合理性提供理论依据。     

Z型可伸缩全回转推进器轴系扭振计算

以某2000t浮吊动力定位用Z型可伸缩全回推进器为例,分析了Z型可伸缩全回转推进器轴系的结构特点,建立扭振计算的集中质量模型,计算轴系的固有频率及振型,采用模态叠加法进行轴系的强迫振动响应计算,验证高弹联轴器的选型。     

An efficient FE computation for predicting welding induced buckling in production of ship panel structure

In a Thermal-Elastic-Plastic (TEP) FE analysis to investigate welding induced buckling of large thin plate welded structure such as ship panel, it will be extremely difficult to converge computation and obtain the results when the material and geometrical non-linear behaviors are both considered. In this study, an efficient FE computation which is an elastic FE analysis based on inherent deformation method, is proposed to predict welding induced buckling with employing large deformation theory, and an application in ship panel production is carried out. The proposed FE computation is implemented with two steps:(1) The typical weld joint (fillet weld) existing in considered ship panel structure is conducted with sequential welding using actual welding condition, and welding angular distortion after completely cooling down is measured. A TEP FE analysis with solid elements model is carried out to predict the welding angular distortion, which is validated by comparing with experimental results. Then, inherent deformations in this examined fillet welded joint are evaluated as a loading for the subsequent elastic FE analysis. Also, the simultaneous welding to assemble this fillet welded joint is numerically considered and its inherent deformations are evaluated.(2) To predict the welding induced buckling in the production of ship panel structure, a shell element model of considered ship panel is then employed for elastic FE analysis, in which inherent deformation evaluated beforehand is applied and large deformation is considered. The computed results obviously show welding induced buckling in the considered ship panel structure after welding. With its instability and difficulty for straightening, welding induced buckling prefers to be avoided whenever it is possible.     

基于ANSYS的单面湿板的瞬态响应分析

为探究弹性板和液体之间的液固耦合问题,采用有限元方法计算液舱模型中单面湿板的受激振动响应,利用约束其他弹性板的全部自由度来模拟刚性及固支边界,保证液固交界面的完整建立.数值计算表明,液高比对单面湿板的受激振动响应影响显著.在载荷作用时振动响应的峰值相同,均为载荷作用区域,且不同充液比时弹性板的受激振动响应的空间分布类似...     

托管架结构的动力响应分析

S型铺管法的铺管船、管道与托管架之间存在很强的动力耦合作用,难以依靠理论或数值方法准确地得到管道对托管架的动力作用。因为设计荷载的未知,托管架在铺设时的动力响应也难以确定。本文提出了一种能够分析托管架动力响应的方法,利用模型试验测量托管架的托辊动荷载,并建立原型托管架的有限元模型,将托辊动荷载及船体运动作为时域分析的荷载和边界条件引入有限元模型,并根据工程规范对托管架的动强度和动刚度分别进行了验证。     

Numerical prediction and mitigation of out-of-plane welding distortion in ship panel structure by elastic FE analysis

As an application to predict and mitigate the out-of-plane welding distortion by elastic FE analysis based on the inherent deformation theory, a panel structure of a pure car carrier ship is considered. The inherent deformations of different types of welded joints included in this ship panel structure are evaluated beforehand using thermal elastic plastic FE analysis. Applying idealized boundary condition to focus on the local deformation, elastic FE analysis shows that the considered ship panel structure will buckle near the edge and only bending distortion is dominant in the internal region. In order to mitigate out-of-plane welding distortion such as buckling and bending, straightening using line heating is employed. In the internal region, only inherent bending with the same magnitude as welding induced inherent bending is applied on the opposite side of welded joints (fast moving torch). On the other hand, only in-plane inherent strain produced by line heating is introduced to the edge region to correct buckling distortion (slow moving torch). The magnitude of out-of-plane welding distortion in this ship panel structure can be minimized to an accepted level.     

感应加热板材成形的有限元分析及工艺规划

通过感应加热实现板材的热弯成形，具有精准控制、安全便捷等特点。本研究采用新型便携式感应加热设备，对8mm船板钢进行热弯成形试验；并基于热-弹-塑性及弹性有限元计算，预测感应加热面外弯曲变形，与测量数据基本吻合。同时，考虑试验成本高昂，通过大通量的有限性计算，建立感应加热参数与板材弯曲的数据库；并通过回归分析，拟合出感应线圈移动速度与板材弯曲角度间的数学关系。当板材弯曲曲率相同时，通过线加热位置的迭代二分法，可线性逼近板材的目标弯曲形状，进而快速规划加工工艺，并进行了验证。     

深水钻井隔水管耦合系统分析(英文)

对于深水系泊钻井系统而言,移动式海洋钻井装置与细长结构(系缆、钻井隔水管)之间的耦合效应在预测浮体运动及钻井隔水管响应时起决定性作用.文中建立了深水系泊钻井系统的全耦合有限元模型,考虑波频与低频环境载荷,对系统进行了非线性时域分析.分析表明,由低频浮体运动激励的低频隔水管动态响应可对深水钻井隔水管设计产生重要影响.常规方法将低频浮体运动作为准静态效应考虑,对于连接在锚泊钻井装置上的深水钻井隔水管而言是不精确的.     

Experimental and finite element analysis of fatigue strength for 300 mm2 copper power conductor

The fatigue strength of a 300 mm² stranded copper conductor was investigated experimentally and by finite element (FE) analysis. An analytical model was also developed and validated. Wires taken from the outer layer of the conductor were fatigue tested in tension–tension loading and compared with similar data for wires taken from a 95 mm² conductor. The wire cross section was deformed due to the compacting process that was applied during fabrication. When corrected for stress concentrations due to the deformation the data for the two sets of wire fell within the same scatter-band. Full scale testing was carried out in a specially designed rig with constant tensile load and reversed displacement controlled bending with a fixed curvature variation. The loading is a simulation of the loading of a power cable hanging from a floating vessel through a bellmouth. Conductors were tested in two states; dry and lubricated. A finite element model was established for the copper conductor. The model was formulated by a combination of elastic beam and beam-contact elements that included the effects of friction. The effect of local bending due to contact forces was included in the model. Two contact conditions were investigated; the point (trellis) contact between adjacent layers of wire and the inline contact within each layer and between the first layer (centre wire) and the second layer. The FE model was validated by a calibration test of a full scale conductor, and by sensitivity studies varying the size and the number of elements of the model. Fatigue analysis of the conductor was carried out, based on the S–N curve for individual wires. Taking into account the effects of friction and local bending, agreement was obtained between predicted and experimental fatigue strength of the conductor, for the FE model as well as the analytical model.     

Prediction and mitigation of out-of-plane welding distortion of a typical block in fabrication of a semi-submersible lifting and disassembly platform

Out-of-plane welding distortions of block structures during fabrication of offshore structure will significantly influence its dimensional accuracy and production schedule. Taking a B514 block of a semi-submersible lifting and disassembly platform as research object, typical welded joints and their welding conditions were summarized based on actual welding procedure specification (WPS). Effective thermal elastic plastic (TEP) finite element (FE) analysis with parallel computation technology was carried out to examine thermal-mechanical response. Welding inherent deformations, which are considered as the elementary cause of welding distortion, were then evaluated. With welding inherent deformations as mechanical loading, elastic finite element (FE) analysis was then employed to predict dimensional accuracy of examined B514 block, which has a good agreement with measurement data. In order to ensure the fabrication accuracy with less out-of-plane welding distortion, inverse deformation approach was applied to reduce the out-of-plane welding distortion, and influence of welding sequence on out-of-plane welding distortion was also examined. Both mitigation practices have obvious effect on dimensional accuracy of examined B514 block, while corresponding mechanical mechanisms were also clarified.     

船体曲率板感应加热成形工艺研究

[目的]在船舶建造过程中,板材的弯曲成形工艺不仅影响建造成本及周期,而且其成形精度也会影响船舶的水动力性能及其运营成本。[方法]针对船体板材双曲率成形效率低且精度差等问题,首先以感应加热作为热源,实现热弯成形,得到典型的帆形曲率板;然后通过高效的热?弹?塑性有限元(TEP FE)计算及基于弯曲力矩的弹性有限元计算,再现板材双曲率热弯成形的力学响应;同时,研究感应加热过程工艺参数影响板材弯曲成形的力学机理,提出线性逼近迭代二分法,实现板材热弯成形中加热位置和热源移动速度等工艺规划,并进行板材热弯成形过程及参数的有限元计算验证。[结果]结果显示,采用基于规划的工艺参数计算分析所得面外弯曲变形与目标曲率板的弯曲形状相当吻合。[结论]研究结果验证了线性逼近迭代二分法在实际工程应用中的可行性和准确性,并为曲率板成形工艺的优化提供了新的解决方案。