含坑点腐蚀的壳体有限元方法

建立了坑点腐蚀壳板的分层模型(腐蚀层+完好层),求出了腐蚀层的等效材料常数(等效弹性模量和等效泊松比)。开展了坑点腐蚀的应力集中分析,坑点腐蚀壳板的应力集中可分为薄膜应力集中和弯曲应力集中。以超参数壳元为基础推导了坑点腐蚀壳体单元,导出了坑点腐蚀壳体单元的刚度矩阵和等效结点载荷向量的有限元表达格式,单元刚度矩阵通过沿壳体厚度方向的分段积分求得,在积分时腐蚀层的材料常数取力学等效的材料常数,在计算单元等效结点载荷向量时考虑了由腐蚀引起的偏心载荷,在求解单元应力时考虑了坑点腐蚀应力集中的影响,并对应力进行了相应修正。     

含坑点腐蚀的壳体有限元方法

建立了坑点腐蚀壳板的分层模型(腐蚀层+完好层),求出了腐蚀层的等效材料常数(等效弹性模量和等效泊松比).开展了坑点腐蚀的应力集中分析,坑点腐蚀壳板的应力集中可分为薄膜应力集中和弯曲应力集中.以超参数壳元为基础推导了坑点腐蚀壳体单元,导出了坑点腐蚀壳体单元的刚度矩阵和等效结点载荷向量的有限元表达格式,单元刚度矩阵通过沿壳体厚度方向的分段积分求得,在积分时腐蚀层的材料常数取力学等效的材料常数,在计算单元等效结点载荷向量时考虑了由腐蚀引起的偏心载荷,在求解单元应力时考虑了坑点腐蚀应力集中的影响,并对应力进行了相应修正.     

大面积联锁块铺砌工艺及其在瓜达尔港口项目中的应用

基于铺砌模数的概念,文章提出了"棋盘式布局、方框内控制、拉线条铺设"的大面积联锁块铺砌工艺.该工艺具有施工速度快、施工质量容易控制的特点,并在巴基斯坦瓜达尔港口项目中得到成功的应用.文中还讨论了预制联锁块尺寸误差与铺砌误差的关系,提出了一种满足铺设接缝要求的联锁块外形尺寸的方法.     

桩-网复合地基承载及变形特性的三维数值分析

采用有限元程序,利用数值分析的方法,讨论了桩-网复合地基承载及变形特性。对不同荷载水平下复合地基中单桩荷载传递特性、桩间土的沉降、桩间土上的应力及桩土应力比的变化规律进行了分析;同时分析了复合褥垫层的变形模量以及分层地基中第一层土的物性参数对桩土应力比和复合地基中土表面沉降及差异沉降的影响。     

基于COMSOL的三明治夹芯板隔声特性仿真分析

本文基于有限元软件COMSOL开展三明治夹芯平板的隔声特性仿真分析。首先建立了隔声量有限元模型,结合平面波正入射有关理论,完成了铝板的仿真分析与对比研究,验证了该仿真模型的准确性;随后讨论了芯层厚度、芯层材料属性(模量与阻尼)等变化对于三明治夹芯平板隔声性能的影响规律。     

切线模量理论的内涵和用途的扩展

借助弹性力学中的应变能定理扩展了切线模量理论的内涵,给出了相应的平衡状态参数图及其数学表达式,并以此为基础,提出了非线性屈曲临界应力和非线性断裂临界应力计算的切线模量理论;利用切线模量理论的平衡状态模型建立了强度利用率相等模型实验原理,将其应用于疲劳试验数据的处理,提出了采用切线模量理论计算疲劳强度和断裂强度的新思路;最后对基于切线模量理论的强度稳定综合理论的发展和应用进行了展望.     

基于COMSOL多层材料吸声覆盖层的吸声特性分析

针对圆柱形空腔吸声覆盖层低频吸声性能比较差,建立多层材料圆柱形空腔结构覆盖层的COMSOL有限元模型,通过采用波导有限元-传递矩阵法对有限元模型的验证并对其进行吸声特性数值仿真分析。结果表明：理论计算与数值仿真的曲线趋势大致吻合则该有限元模型有效;多层材料吸声覆盖层低频吸声特性明显优于单层材料吸声覆盖层,并且采用不同穿孔率、损耗因子、杨氏模量等参数的变化分析了各种参数的变化对吸声系数曲线的影响,为下一步的声学优化提供了具体指导。     

基于COMSOL多层材料吸声覆盖层的吸声特性分析

针对圆柱形空腔吸声覆盖层低频吸声性能比较差,建立多层材料圆柱形空腔结构覆盖层的COMSOL有限元模型,通过采用波导有限元-传递矩阵法对有限元模型的验证并对其进行吸声特性数值仿真分析。结果表明:理论计算与数值仿真的曲线趋势大致吻合则该有限元模型有效;多层材料吸声覆盖层低频吸声特性明显优于单层材料吸声覆盖层,并且采用不同穿孔率、损耗因子、杨氏模量等参数的变化分析了各种参数的变化对吸声系数曲线的影响,为下一步的声学优化提供了具体指导。     

海底双层保温管的悬空数值模拟

以埕岛油田CB11D-CB11E海底双层保温输油管为例,考虑波浪和海流以及内压和热膨胀的影响,采用有限元软件建立立管附近海底双层管及等效单层管的悬空力学模型。静力分析表明,不考虑内压和热膨胀影响时,可以用等效单层管近似代替双层管;考虑内压和热膨胀的影响时,用等效单层管代替双层管导致计算结果偏差较大。此外,弯头处的应力最大,悬空中点处以及悬空段与埋设段的交接处也容易屈服甚至断裂。     

基于参数等效法的敷设声学覆盖层的结构物水下低频声目标强度研究

采用参数等效方法计算了敷设声学覆盖层的结构物水下低频声目标强度。首先应用有限元模拟充水阻抗管的方法获取圆台型空腔声学覆盖层敷设在与计算模型具有相同厚度的钢材上的声反射系数;其次,根据参数等效前后反射系数相等的原理,利用遗传算法反演声学覆盖层的等效物理参数(杨氏模量、泊松比、损耗因子);最后将反演得到的等效参数应用于均匀阻尼层,获得模型的水下声目标强度,验证该方法的可行性。结果表明,该方法能有效且高效地获得敷设圆台型空腔声学覆盖层的结构物水下低频声目标强度。     

小型联锁块铺装力学计算分析

文章介绍了一种使用有限单元法计算小型联锁块铺装结构的计算模式，并对该方法进行了试验论证。结果表明通过将联锁块划分为矩形单元与三角形单元的组合，便可近似满足各种形状联锁块的计算需求。     

联锁块软体排深水沉排受力的线性有限元分析

长江南京以下12.5 m深水航道一期工程在狼山沙左缘的铺排工程中,遇到流速2 m/s及水深达30 m的沉排条件,使排体受力十分复杂。设计中通过对软体排沉排过程的受力状态进行有限元分析,提出了排体所受水流力的大小与移船距离的相对关系;通过分析深水铺排施工要点,优化排体设计方案。     

基于凸集模型的船舶坐墩配墩鲁棒设计方法

提出了船舶坐墩支墩配置的鲁棒设计方法.用凸集模型描述支墩组合刚度的不确定性,用极小化不确定性参数不满意度函数的方法实现目标函数的鲁棒性,用一个优化过程分析约束函数的最劣值实现约束函数的鲁棒性.计算示例表明,用所提方法得到的设计方案优于直接极大化不确定性参数最小值的结果.     

深厚软土上新建大堤对高桩承台结构的影响分析

本文以澳门某堆填区项目为依托,基于深厚软土层,以新建大堤根部高桩承台结构为对象,运用三维有限元软件PLAXIS3D分析新建大堤及后方堆载对高桩承台结构变形及内力的影响,并在此基础上,研究不同土体本构模型、弹性模量及桩基斜度对结构的影响。其结果可为今后类似工程设计提供参考。     

加筋压筋夹层板的固有频率分析

这是ISSC的BENCHMARK研究内容.首先对没有敷设层时的计算结果与实验结果进行了比较,以验证计算模型的有效性.对两种加筋压筋夹层板结构的固有频率进行了分析.对夹心层和厚表层分别采用偏心壳单元和固体单元进行了计算,并与实验结果进行了比较.结果表明,对于夹心层无论厚薄,均为采用固体单元较适宜.最后对有无夹层处理的结构固有频率也进行了比较.     

A computational investigation of the effects of both-sides general corrosion on the buckling/plastic collapse behaviour and strength of stiffened plates

This paper presents the results of an investigation into the post-buckling behaviour and ultimate strength of imperfect corroded stiffened steel plates used in ships and other marine-related structures. A series of elastic–plastic large deflection finite element analyses is performed on stiffened steel plates suffering general corrosion wastage with random distribution. General corrosion is introduced into the finite element models using a random thickness surface model. The effects of corroded stiffened plate parameters on the post-buckling and ultimate strengths are evaluated in detail. The stiffeners of different symmetrical or unsymmetrical cross-sections are introduced into the models for analysis. Some distinctions are explored and highlighted between the behaviours of steel plates suffering general corrosion in unstiffened and stiffened cases. Finally, a proposal is given in order to simulate the average stress–average strain relationship of stiffened steel plates having both-surface general corrosion wastage.     

Stress concentration factors in FRP-reinforced tubular DKT joints under axial loads

The stress concentration factors (SCFs) in uniplanar fibre-reinforced polymer (FRP) DKT joints are calculated under five axial loading conditions to determine the maximum SCFs. To this end, 108 finite element models of reinforced DKT joints with different FRPs and geometrical parameters are analysed. Available experimental data and formulas are used to validate the finite element models. The validated finite element models are utilized to investigate the effects of the FRP parameters along with different geometrical parameters on the stress concentration factors in uniplanar DKT joints. The simulations show a reduction of the maximum SCF by around 40% compared to unreinforced DKT joints. The reduction effect increases significantly with increasing the FRP thickness and the number of layers. Despite the notable efficacy of the FRP sheets on the drop of the SCFs in the X-connections, there is not any study or equation on the X-joints with FRP. Therefore, a precise equation is proposed for quantifying the SCFs in X-connections with FRP and is checked against the UK DoE acceptance standard.     

Towards a unified methodology for the simulation of rupture in collision and grounding of ships

The aim of the work is the definition of a procedure for the numerical simulation of the response of ship structures under accidental loading conditions, which suffer various different modes of failure, such as tension, bending, tearing and crushing and in particular to investigate the effect of material modeling, i.e. material curve and rupture criterion as well as mesh size and strain rate effect on the results. To this end, different material models and simulation techniques were used for the simulation of eighteen indentation tests conducted by different research groups. The simulations were performed using the explicit finite element code ABAQUS 6.10-2. The tests refer to the quasi-static and dynamic transverse and in-plane loading of various thin walled structures which represent parts of a ship structure. Three rupture criteria are incorporated into VUMAT subroutine, which interacts with the explicit finite element code and refers to an isotropic hardening material that follows the J₂ flow theory assuming plane stress conditions, in order to investigate the prediction and propagation of rupture. The focus is on investigating whether it is possible to define a unified methodology, which is appropriate for the simulation of all different tests. Consistency in the numerical results is observed with the use of an equivalent plastic strain criterion, in which formulation a cutoff value for triaxialities below −1/3 is included.