WAVE INTERACTION WITH DOUBLE-CYLINDER STRUCTURER WITH ARC-SHAPED POROUS OUTER WALL

应用比例边界有限元法（SBFEM）研究了短峰波与圆筒外接圆弧开孔结构物的相互作用．求解时将外接圆弧延伸构建一个虚拟圆,该圆的孔隙影响系数可由矩阵Go统一进行表达．整个流场可划分成一个有限域和一个无限域．SBFEM只需对虚拟圆边界进行离散,使空间维数降低一阶,在圆的半径方向保持解析,并且无限域处的辐射边界条件能自动满足．利用变分原理推导SBFEM方程,有限域和无限域分别采用贝塞尔函数和汉克尔函数作为基函数来求得对应域的解．将计算结果与解析解和其他数值方法进行了比较,验证了该方法是一种用很少单元便能得到精确结果的高效算法．进一步研究了诸如短峰波波向、结构的几何、材料参数等因素对结构所受波浪载荷及绕射波轮廓的影响,并进行了分析．     

波浪与外圆弧开孔壁双圆筒柱的相互作用

应用比例边界有限元法(SBFEM)研究了短峰波与圆筒外接圆弧开孔结构物的相互作用. 求解时将外接圆弧延伸构建一个虚拟圆, 该圆的孔隙影响系数可由矩阵G_0统一进行表达. 整个流场可划分成一个有限域和一个无限域. SBFEM只需对虚拟圆边界进行离散, 使空间维数降低一阶, 在圆的半径方向保持解析, 并且无限域处的辐射边界条件能自动满足. 利用变分原理推导SBFEM方程, 有限域和无限域分别采用贝塞尔函数和汉克尔函数作为基函数来求得对应域的解. 将计算结果与解析解和其他数值方法进行了比较, 验证了该方法是一种用很少单元便能得到精确结果的高效算法. 进一步研究了诸如短峰波波向、结构的几何、材料参数等因素对结构所受波浪载荷及绕射波轮廓的影响, 并进行了分析.      

奇性校正特解场法计算任意点应力和位移

本文将边界应力积分方程中的强奇性边界积分化为Ｃａｕｃｈｙ主值积分，证明了该主值积分的存在性，并给出它在变量替换中的比尺附加项显式；运用刚体位移法和单位应力场法将强奇性主子块和应力奇性系数矩阵表为同行副子块的线性组合，再配用极坐标变换和适当的数值求积计算各副子块。本法无论对平面问题还是空间问题，是光滑边界点、侧棱点还是角点，有限域或无限域，受载还是变温，都一概适用，而且可以扩展用来计算近边界点，公式统一，程序通用，数值效果良好。     

船舶在进出船厢运动中的附加质量的计算

采用三维有限元方法，计算船在进出船厢运动中的附加质量。文中对单圆柱体在无限域和半无限域中运动的附加质量及双圆柱体同心放置时内圆柱运动的附加质量分别进行了计算，计算值与理论值吻合很好；对船在进出船厢运动中的附加质量做了大量的计算，结果表明：随着船与船厢侧壁间距的减小，船的附加质量系数增大；随着船厢中水深的减小，船的附加质量系数增大，随着船离船厢封闭端的距离的减小，附加质量系数增大。     

短峰波与双层开孔圆筒柱相互作用的数值分析

应用比例边界有限元法（SBFEM）研究了短峰波与双层开孔圆筒柱相互作用。该方法将整个计算域划分成两个有限子域和1个无限子域,利用SBFEM使空间维数降低一阶,并在降维方向保持解析的特点,只需对求解域外圆柱边界进行离散。通过比例坐标与直角坐标之间的转换,并利用变分原理推导了各个子域的SBFEM方程。然后,SBFEM针对有限域和无限域分别采用贝塞尔函数和汉克尔函数作为基函数来求解对应域的解,并将计算结果与解析解进行比较,验证了该方法是一种用很少单元便能得到精确结果的高效方法。进一步研究了诸如相对波数ka、内外柱半径比a/b和内外壁孔隙影响系数G等对双层开孔圆筒柱结构所受波浪荷载、结构内外侧波浪爬升及绕射波轮廓的影响。为双层开孔圆筒柱水动力分析和结构设计提供了有价值的参考。     

V形切口问题应力强度因子的计算

本文讨论了V形切口问题的特征方程实根数与切口角度的关系;用边界配置法求得了四点剪切V形切口梁复合型应力强度因子的系列结果,并得到了计算K_Ⅰ,K_Ⅱ的经验公式;提出了用边界元法结合边界配置法以及用Muskhelishvili复应力函数法计算V形切口问题应力强度因子的方法,成功地计算了无限域中方孔凹角处的应力强度因子。     

刚塑性广义变分不等原理及其在平面应变分析中的应用

首先利用Lagrangian乘子法，从势能角度出发构造了考虑摩擦效应这一能导致变分不等形式的广义能量泛函，把一般的有条件的变分原理化为无条件的变分原理唯一确定，得出了各Lagrangian乘子所代表的物理意义。建立了刚塑性理论中的Coulomb摩擦约束的广义变分不等原理。而后基于退化的摩擦约束广义变分等式原理，对长矩形板镦粗进行了塑性加工工步分析，所得结果与经典上限法结果相吻合。     

按达朗伯原理求解冲击问题和计算冲击时间

 澄清了在材料力学冲击问题关于不能用达朗伯原理(考虑惯性 力的方法或动静法)求解的一个长期的结论. 通过详细推导，达朗伯 原理不仅得到了与能量法相同的结论，而且还有一些细微的概念深 化，包括动载系数、最大动载系数和冲击时间的计算等. 指出：在 材料力学课堂教学中，把达朗伯原理与能量法结合起来，有助于学 生们更好地掌握基本概念.     

考虑场地介质随机特性的无限域波动分析

针对场地介质具有随机特性的无限域地震波动分析问题，在概率空间中将随机反应向量按随机介质场离散所得主导随机变量的正交多项式级数形式展开，使随机微分方程变换确定性的扩阶线性方程组，并在波动的元模拟技术的基础上，构造了扩阶透射人工边界公式，两者结合形成了求解无限域随机介质中波动传播问题的有限元分析方法，该方法不仅不受基于摄动思想各类方法的久期项的干扰，而且避免了采用模拟方法时人工边界区单元参数样本不均匀所引起的数值计算不稳定问题。     

无单元法分析薄板自由振动问题

提出了分析四边简支和四边固定薄板自由振动问题的无单元法，推导了无单元法的插值函数，从变分原理出发导出薄板自由振动的质量矩阵和刚度矩阵，编制了相应的计算程序，通过计算实例与其它方法的结果进行比较．数值结果表明无单元法具有一系列优点。     

On the numerical convergence and performance of different spatial discretization techniques for transient elastodynamic wave propagation problems

We present a systematic investigation of several discretization approaches for transient elastodynamic wave propagation problems. This comparison includes a Finite Difference, a Finite Volume, a Finite Element, a Spectral Element and the Scaled Boundary Finite Element Method. Numerical examples are given for simple geometries with normalized parameters, for heterogeneous materials as well as for structures with arbitrarily shaped material interfaces. General conclusions regarding the accuracy of the methods are presented. Based on the essential numerical examples an expansion of the results to a wide range of problems and thus to numerous fields of application is possible.     

A damage identification technique for beam-like and truss structures based on FRF and Bat Algorithm

In this paper, a Structural Health Monitoring (SHM) technique for damage identification in beam-like and truss structures using Frequency Response Function (FRF) data coupled with optimization techniques is presented. Genetic Algorithm (GA) and Bat Algorithm (BA) are used to estimate the location and severity of damage. The damage in the structures is simulated by reduction in rigidity of specific members. Both optimization techniques are coupled with modelled structures using Finite Element Method (FEM). The approach is based on minimizing an objective function by comparing measured and calculated FRFs. The results show that better accuracy is obtained using BA than using GA in terms of precision and computational time. Furthermore, it is found that the proposed approach provides faster solution than other approaches in the literature.     

Daubechies条件小波有限元法研究

为拓展小波理论在结构工程中的应用,提高结构计算精度,提出了以Daubechies条件小波Ritz法为基础的Daubechies条件小波有限元法。该法结合广义变分原理和拉格朗日乘子法构造修正泛函,根据修正泛函的驻值条件得到全域法求解方程矩阵。根据构件的边界条件,按左右边界对求解矩阵进行相应拆分,构建条件小波单元刚度矩阵,并依据公共节点位移相等原则形成总体刚度矩阵,由此解得各单元的小波基待定系数,即可进一步求解位移场函数、内力分布函数及荷载集度函数。以工程中常见的弹性拉压杆及平面弯曲梁为例,详细阐述了该方法的构造过程。并通过典型算例将Daubechies条件小波有限元法计算值与理论解进行了对比,结果表明:在弹性拉压杆算例中,位移、应力、载荷集度的相对误差均在1.22×10-3%以内;在平面弯曲梁算例中,挠度、弯矩、载荷集度的相对误差均在8.91×10-2%以内。     

透平叶栅跨音速流动计算中的新型有限元法

将Ｔａｙｌｏｒ－Ｇａｌｅｒｋｉｎ有限元法和多级有限元的思想结合起来，构成了在收敛速度和稳定性两方面均较好的新型有限元算法：多级广义有限元。利用这一方法，分别基于Ｎａｖｉｅｒ－Ｓｔｏｋｅｓ方程和Ｅｕｌｅｒ方程，研究了透平跨音速叶栅无粘流动和粘性流动，并将计算结果与实验结果作了比较。计算结果表明，本方法是透平机械内部跨音速流动计算的强有力的手段。     

A modification of Taylor-Galerkin Finite Element Method and its application

Two basic hypothesises of Taylor-Galerkin Finite Element Method are studied in this paper.One of them which is unreasonable is redefined.The only hypothesis becomes the standpoint of Generalized Finite Element.We use this idea to analysis stream function-vorticity equations with Modified Taylor-Galerkin Finite Element Method,and give the two-step solving method,which makes the solving process more reasonable than ever before.Several computational examples reveal that the results of this new method are satisfied.     

An effective way to couple FEM meshes and Peridynamics grids for the solution of static equilibrium problems

Peridynamics is a continuum theory based on a non-local approach and capable of dealing with discontinuous displacement fields. The paper presents a technique to couple Peridynamic grids and finite element meshes to solve static equilibrium problems. The domain is divided in two zones: one discretized by the Peridynamic grid and the other where the Finite Element Method is applied. The coupling is achieved by considering that Peridynamics bonds act only on Peridynamic nodes, whereas finite elements apply forces only on finite element nodes. The proposed method was applied to study 1D and 2D examples. No problem in the zone of the structure where the two approaches are merged is observed. The results show that the coupling method is very effective and its simplicity suggests it can be easily introduced in commercial finite element codes.     

Discrete mechanics and the Finite Element Method

Summary We explore applications of the Finite Element Method (FEM) to both Veselov and Lee discrete mechanics in this paper. Based on the FEM, disretizations of continuous Lagrangians are developed and corresponding integrators are obtained. Error estimates for variational integrators are also given. This work is supported by the National Natural Science Foundation of China (grant Nos. 90103004, 10171096) and the National Key Project for Basic Research of China (G1998030601).     

有限元线法通用程序——FEMOL92

介绍了用于线弹性结构分析的有限元线法通用程序—FEMOL92。     

2D FE–DEM analysis of tractive performance of an elastic wheel for planetary rovers

We have been developing a simulation program for use with soil–wheel interaction problems by coupling Finite Element Method (FEM) and Discrete Element Method (DEM) for which a wheel is modeled by FEM and soil is expressed by DEM. Previous two-dimensional FE–DEM was updated to analyze the tractive performance of a flexible elastic wheel by introducing a new algorithm learned from the PID-controller model. In an elastic wheel model, four structural parts were defined using FEM: the wheel rim, intermediate part, surface layer, and wheel lugs. The wheel rigidity was controlled by varying the Young’s Modulus of the intermediate part. The tractive performance of two elastic wheels with lugs for planetary rovers of the European Space Agency was analyzed. Numerical results were compared with experimentally obtained results collected at DLR Bremen, Germany. The FE–DEM result was confirmed to depict similar behaviors of tractive performance such as gross tractive effort, net traction, running resistance, and wheel sinkage, as in the results of experiments. Moreover, the tractive performance of elastic wheels on Mars was predicted using FE–DEM. Results clarified that no significant difference of net traction exists between the two wheels.     

分片试验与有限元法

提出分片试验在有限元法中有着重要的作用,它是近代有限元发展的一个主要特色。得出分片试验对位移和应变函数的要求,这些要求便是一个好的有限元法所应保证的;分析了几何方程弱形式与分片试验的关系,借此分析了杂交元、拟协调元如何满足这些要求,以及在满足这些要示的同时产生的对其他条件的影响;分析了精化直接刚度法、广义协调元和双参数法如何保证分片试验的满足;最后作为位移条件的应用例子,改进了ＢＣＩＺ元。