Three-dimensional flow of Oldroyd-B fluid over surface with convective boundary conditions

The present study addresses the three-dimensional flow of an Oldroyd-B fluid over a stretching surface with convective boundary conditions. The problem formulation is presented using the conservation laws of mass, momentum, and energy. The solutions to the dimensionless problems are computed. The convergence of series solutions by the homotopy analysis method （HAM） is discussed graphically and numerically. The graphs are plotted for various parameters of the temperature profile. The series solutions are verified by providing a comparison in a limiting case. The numerical values of the local Nusselt number are analyzed.

Dynamic stiffness method for free vibration of an axially moving beam with generalized boundary conditions

Axially moving beams are often discussed with several classic boundary conditions, such as simply-supported ends, fixed ends, and free ends. Here, axially moving beams with generalized boundary conditions are discussed for the first time. The beam is supported by torsional springs and vertical springs at both ends. By modifying the stiffness of the springs, generalized boundaries can replace those classical boundaries. Dynamic stiffness matrices are, respectively, established for axially moving Timoshenko beams and Euler-Bernoulli (EB) beams with generalized boundaries. In order to verify the applicability of the EB model, the natural frequencies of the axially moving Timoshenko beam and EB beam are compared. Furthermore, the effects of constrained spring stiffness on the vibration frequencies of the axially moving beam are studied. Interestingly, it can be found that the critical speed of the axially moving beam does not change with the vertical spring stiffness. In addition, both the moving speed and elastic boundaries make the Timoshenko beam theory more needed. The validity of the dynamic stiffness method is demonstrated by using numerical simulation.

Blow-up of Solutions to Porous Medium Equations with a Nonlocal Boundary Condition and a Moving Localized Source

This paper is devoted to the blow-up properties of solutions to the porous medium equations with a nonlocal boundary condition and a moving localized source. Conditions for the existence of global or blow-up solutions are obtained. Moreover, we prove that the unique solution has global blow-up property whenever blow-up occurs.

THE CHARACTERISTIC FINITE DIFFERENCE METHOD FOR THREE-DIMENSIONAL MOVING BOUNDARY VALUE PROBLEM

The software for oil-gas transport and accumulation is to describe the history of oil-gas transport and accumulation in basin evolution. It is of great value in rational evaluation of prospecting and exploiting oil-gas resources. The mathematical model can be discribed as a coupled system of nonlinear partial differential equations with moving boundary value problem. For a generic case of the three-demensional bounded region, bi this thesis, the effects of gravitation、buoyancy and capillary pressure are considered, we put forward a kind of characteristic finite difference schemes and make use thick and thin grids to form a complete set, and of calculus of vaviations, the change of variable, the theory of prior estimates and techniques, Optimal order estimates in l^2 norm are derived for the error in approximate assumption, Thus we have completely solved the well-known theoretical problem proposed by J. Douglas, Jr.

MESHLESS ANALYSIS FOR THREE-DIMENSIONAL ELASTICITY WITH SINGULAR HYBRID BOUNDARY NODE METHOD

The singular hybrid boundary node method （SHBNM） is proposed for solving three-dimensional problems in linear elasticity. The SHBNM represents a coupling between the hybrid displacement variational formulations and moving least squares （MLS） approximation. The main idea is to reduce the dimensionality of the former and keep the meshless advantage of the later. The rigid movement method was employed to solve the hyper-singular integrations. The ＇boundary layer effect＇, which is the main drawback of the original Hybrid BNM, was overcome by an adaptive integration scheme. The source points of the fundamental solution were arranged directly on the boundary. Thus the uncertain scale factor taken in the regular hybrid boundary node method （RHBNM） can be avoided. Numerical examples for some 3D elastic problems were given to show the characteristics. The computation results obtained by the present method are in excellent agreement with the analytical solution. The parameters that influence the performance of this method were studied through the numerical examples.

STABILIZATION EFFECT OF FRICTIONS FOR TRANSONIC SHOCKS IN STEADY COMPRESSIBLE EULER FLOWS PASSING THREE-DIMENSIONAL DUCTS

Transonic shocks play a pivotal role in designation of supersonic inlets and ramjets.For the three-dimensional steady non-isentropic compressible Euler system with frictions,we constructe a family of transonic shock solutions in rectilinear ducts with square cross-sections.In this article,we are devoted to proving rigorously that a large class of these transonic shock solutions are stable,under multidimensional small perturbations of the upcoming supersonic flows and back pressures at the exits of ducts in suitable function spaces.This manifests that frictions have a stabilization effect on transonic shocks in ducts,in consideration of previous works which shown that transonic shocks in purely steady Euler flows are not stable in such ducts.Except its implications to applications,because frictions lead to a stronger coupling between the elliptic and hyperbolic parts of the three-dimensional steady subsonic Euler system,we develop the framework established in previous works to study more complex and interesting Venttsel problems of nonlocal elliptic equations.

Moving contact line problem: Advances and perspectives

The solid-liquid interface, which is ubiquitous in nature and our daily life, plays fundamental roles in a variety of physical-chemical-biological- mechanical phenomena, for example in lubrication, crystal growth, and many biological reactions that govern the building of human body and the functioning of brain. A surge of interests in the moving contact line （MCL） problem, which is still going on today, can be traced back to 1970s primarily because of the exis- tence of the ＂Huh-Scriven paradox＂. This paper, mainly from a solid mechanics perspective, describes very briefly the multidisciplinary nature of the MCL problem, then summarizes some major advances in this exciting research area, and some future directions are presented.

The characteristic mixed finite element method and analysis for three-dimensional moving boundary value problem

The software for oil-gas transport and accumulation is to describe the history of oil-gas transport and accumulation in basin evolution. It is of great value in rational evaluation of prospecting and exploiting oil-gas resources. This thesis, from actual conditions such as the effects of gravitation, buoyancy and capillary pressure, puts forward for the two class boundary value problem a kind of characteristic mixed finite element scheme by making use of the change of region, time step modified techniques of handling boundary value condition, negative norm estimate and the theory of prior estimates. Optimal order estimates in L2 norm are derived for the error in approximate solutions. Thus the well-known theoretical problem proposed by J. Douglas, Jr has been thoroughly and completely solved.

Dynamic response analysis of a multiple-beam structure subjected to a moving load

In this study,the dynamic response of an elastically connected multi-beam structure subjected to a moving load with elastic boundary conditions is investigated.The boundary conditions and properties of each beam vary,and the difficulty of solving the motion equation is reduced by using a Fourier series plus three special transformations.By examining a high-speed railway(HSR)with mixed boundary conditions,the rationality for the newly proposed method is verified,the difference in simulated multiple-beam models with different beam numbers is explored,and the influence of material parameters and load speed on the dynamic response of multiple-beam structures is examined.Results suggest that the number of beams in the model should be as close to the actual beam number as possible.Models with an appropriate beam number can be used to describe in detail the dynamic response of the structure.Neglecting the track-structure can overestimate the resonant speed of a high-speed railway,simply-supported beam bridge.The effective interval of foundation stiffness(EIFS)can provide a reference for future engineering designs.

Supercritical Thermal Configurations of Axially Moving Timoshenko Beams

An exact solution for supercritical thermal configurations of axially moving Timoshenko beams with arbitrary boundary conditions is presented. The geometric nonlinearity and temperature variation of the traveling beams in supercritical regime is considered. Then, the nonlinear buckling problem is solved. A closed-form solution for the supercritical thermal configuration in terms of the axial speed,stiffness and thermal expansion is obtained.Some typical boundary conditions,such as fixed-fixed and pinnedpinned are discussed. More importantly, based on the exact solution,a new anti-symmetric thermal configuration for the fixedfixed axially moving Timoshenko beams is found.

具Dirichlet边界条件积分方程组的对称性研究

考虑如下具Dirichlet边值条件的积分方程组:■其中,R_(+)^(n)为n维欧式空间的上半部分,Gi(x,y)是R_(+)^(n)中满足Dirichlet边值条件的格林函数,fi(u)(i=1,2,…,m)是实值函数。本文假设积分方程组在R_(+)^(n)上存在满足一定可积性的正解ui,利用积分形式的移动平面法,证明了正解ui关于某条轴径向对称。

轴向运动悬臂梁系统阻尼与边界条件试验

将轴向运动梁试验平台上处于滑槽以后的梁简化为轴向运动的悬臂梁,先给出其平衡微分方程,再利用模态叠加法得出轴向运动梁横向振动的离散微分方程。通过测试梁在不同长度下的第1阶固有频率,调整理论计算模型中悬臂的长度以修正悬臂梁的边界条件。试验表明,梁的长度修正量与梁的悬臂长度无相关性。使用对数衰减率法识别多个长度下梁的第1阶衰减系数表明,衰减系数随梁悬臂长度的增加而下降,并通过数值拟合建立了衰减系数与梁长度的关系。修正后梁计算模型的横向振动响应计算结果与测试结果吻合较好,验证了模型修正的有效性。

数值模拟在钱塘江涌潮分析中的应用──Ⅱ.计算结果和分析

关于钱塘江涌潮分析中用数值模拟的计算结果和分析，对于一维情况，采用有精确解问题的计算、水跃的数值模拟和溃坝的数值模拟来检验数值方法的正确性，并将该方法应用于钱塘江涌潮的计算．对于二维情况，对存在理论解的直道水激波与有实验数据的湾道溃坝和非线性水波爬坡问题进行了计算，并将该方法应用于钱塘江涌潮的计算，数值计算结果表明了方法的有效性．

无网格方法中本质边界条件的处理

基于新的离散模定义,采用移动最小二乘近似方法,给出了场变量的近似表达形式;从约束变分原理出发,给出了无网格方法中新的本质边界条件的处理方案——罚函数法;对权函数、罚函数的选择对计算精度的影响进行了研究。数值计算结果表明该方法不仅简单合理,而且具有较高的精度和稳定性。

完全变换法在无网格伽辽金方法中的应用

由于移动最小二乘形函数一般不具有常规有限元或边界元形函数所具有的插值特征,本质边界条件的处理成为无网格伽辽金法实施中的一个难点。本文通过建立节点位移和广义位移之间的关系对移动最小二乘形函数进行修正,给出了修正的移动最小二乘形函数;以二维问题为例,对完全变换法在无网格伽辽金方法中的应用进行了研究,实现了本质边界条件在节点处的精确施加。数值计算结果表明该方法不仅简单合理,而且具有较高的精度、收敛性和稳定性。

声波方程有限差分数值模拟的变网格步长算法

地震波场正演模拟是研究地震波在介质中传播特点的重要手段。常规的傅立叶变换法和有限差分方法在对含低速/高速介质、薄层/厚层介质的模型进行波场模拟时通常采用均匀网格,因此,这两种方法往往缺乏稳定性。本文对解决上述问题有较高优越性的变网格算法进行了介绍,对传统的有限差分法与变网格差分算法在内存需求、计算速率等方面的差别进行了比较,并对变网格算法中的边界条件、时间积分的快速展开算法进行了阐述,总结了变网格算法的优点。

EFG法在土体固结中的应用

EFGM作为一种新的数值计算方法 ,具有只需节点信息而无须单元的特性 ,故在解固结方程方面有很大的优势。在计算分析中 ,此法容易构造固结方程的EFGM刚度矩阵和处理不同边界条件。对单面排水等条件的计算结果表明 ,EFGM在解决固结变形问题上 ,精度较高 ,处理边界准确。

基于激波拟合与柔性壁的反设计数值方法研究

将激波和待求激波压缩面作为运动间断边界拟合,研究了超声速来流下的型面反设计数值计算方法。算法秉承拟合法思想,采用二阶格式时间推进欧拉方程组,在运动边界和动网格条件下,按预估的波系结构划分网格块,反求可产生指定压力分布的三维型面,并获得精确的激波型面。通过包括凸包进气道在内的三个反设计算例验证了本文算法的合理性及其对网格质量的适应性,证明了在型面反设计中,采用激波拟合法可大大提高型面精度。本算法可用于超声速进气道压缩面和唇口完全三维反设计。

流固耦合分析的一种改进CBS有限元算法

针对流固耦合问题,发展了一种基于任意拉格朗日-欧拉(ALE)描述有限元法的弱耦合分区算法.运用半隐式特征线分裂算法求解Navier-Stokes方程,在压力Poisson方程中引入质量源项以满足几何守恒律;运用子块移动技术更新动态网格,并配以光滑处理防止网格质量下降;采用Newmark-β法求解结构运动方程.为保持流体-结构界面处速度和动量守恒,利用修正结合界面边界条件方法求解界面处速度通量和动量通量.运用本方法分别模拟了不同雷诺数下单圆柱横向和两向流致振动、串列双圆柱两向流致振动.计算表明,本文方法计算效率高,计算结果与已有实验和数值计算数据吻合.

基于FDTD的运动导体目标电磁散射仿真

提出了一种基于散射模型的等价相对边界条件。将该等价相对边界条件与传统FDTD方法相结合提出了求解运动导体目标电磁散射问题的方法。并将该方法用于计算运动的无限大导体表面的电磁散射问题,计算结果与文献所给方法的计算结果吻合很好,验证了该方法求解运动导体目标电磁散射问题的正确性和有效性。用该方法计算了运动三维导体目标的雷达散射截面。