微型计算机对全息位移与应变分析的冲击

本文的中心是微型计算机与图象处理机在全息干涉法的位移与应变分析中的作用。首先将考虑数据采集问题,即如何将条纹图转变为计算机中的数据,在这一部分将讨论从图形数据化到固态电视摄象机等一系列问题。然后考虑成像区域物点的正确辨别问题以及成像区域与对应的有限元分析的网格点之间转换问题。此后,将考虑对条纹插值,算出网格点位置的应变或位移的问题。最后,将给出由全息分析的数据得出位移或应变值的数学公式。     

边坡预应力锚杆蠕变的数值分析

运用非线性蠕变分析理论模型,采用MSC.MARC软件重点研究了锚杆的应力指数、蠕变系数和几何参数的变化对于锚杆应力松弛的影响.通过对预应力锚杆支护的边坡进行数值分析,探讨了锚杆的蠕变规律以及锚杆预应力松弛现象.锚杆的参数取不同数值时,比较数值模拟结果发现:锚杆的轴力和剪力主要分布在锚固段的前端;随着锚杆应力指数及蠕变系数的增加,蠕变应变增大,应力松弛加快.     

Scattering of simple harmonic waves by a circular cavity in a fluid-infiltrated poro-elastic medium

Scattering by a cylindrical cavity in a porous solid is studied by the boundary layer approximation of Mei and Foda. Quantitative results will be presented for two cases: (1) vacuum cavity and (2) cavity filled with fluid. In each case both P and SV incident waves will be studied. Focus will be on the stress distribution near the cavity surface and contrast to the non-porous case will be pointed out. The effect of fluid compressibility due to possible entrainment of air will be discussed. These results should be of interest to the design of long tunnels subject to earthquakes.     

尺度相似变换中边坡工程行为变化的定性分析

本文应用相似理论和已有的岩土体边坡研究成果, 探讨了边坡在几何尺寸相似放大过程中所表现出的应力场、位移场及强度等工程特性的变化规律, 对运用已有边坡研究成果认识高边坡力学行为有重要的指导意义。     

Recent progress and challenges in fundamental combustion research（燃烧基础研究的进展和挑战）

超过80%的世界的能源转换是由燃烧方法来实现的. 发展可利用替代燃料的清洁和高效的新型发动机是解决可持续能源发展的关键之一. 在燃烧研究领域,实现这一目标的挑战是要揭示从燃料分子到发动机的多尺度燃烧过程中化学反应和火焰动力学机理,发展高效,定量的数值模拟方法和开发新的燃烧技术. 本文从7个方面综述最近几年燃烧领域的基础燃烧研究的进展和挑战. 它们包括低温清洁燃烧的发动机技术,极限条件下的燃烧机理和现象,替代燃料和混合燃料模型,多尺度化学反应模拟方法,高压燃烧反应动力学,基础燃烧的实验方法,和先进测量技术. 本文首先介绍均值充量压缩点火（HCCI）,反应控制压缩点火（RCCI）以及增压燃烧等新型发动机的概念,评述燃料特性和低温燃烧反应过程对湍流燃烧和发动机的影响,讨论发展基础燃烧研究的必要性. 第二,综述燃料浓度分层燃烧,稀薄燃烧,冷炎燃烧,以及等离子体助燃等极限燃烧条件下的新的燃烧现象和火焰机制. 第三,以航空煤油和生物柴油为例来讨论建立模拟真实燃料和替代燃料的混合燃料模型的方法. 介绍活性基指数和输运加权的反应焓的概念并用来比较燃料的高温反应特性和评价燃料的分子结构对燃烧特性的影响. 第四,评述详细化学反应机理简化的方法. 介绍多时间尺度（MTS）的化学反应的模拟和动态关联性自适应机理简化（CO-DAC）的方法来提高详细化学反应机理的计算效率. 第五,讨论高压燃烧的火焰传播速度的实验测量结果以及高压燃烧化学反应机理所存在的问题,并分析高压燃烧的关键组分和反应路径. 第六,评述测量火焰速度和组分等基础燃烧实验方法和模型中的问题和误差来源. 介绍一些改进测量方法和提高测量精度的方法. 最后,介绍测量低温燃烧中的关键组分和自由基的测量方法和最新进展.      

Eigenfrequencies of the three dimensional euler-bernoulli beam system with dissipative joints

In this paper, we will compute the transfer matrices to find the eigenfrequencies for the vibrations of the general non-collinear Euler-Bernoulli or Timoshenko beam structure with dissipative joints. We will allow the structure to be three dimensional, and thus we must consider all types of vibrations simultaneously, including longitudinal and torsional vibrations. The general structure considered will consist of any number of beams joined end to end to form a chain. Many different kinds of dampers are allowed, even within the same structure. We also will allow different materials within the structure as well as different beam widths. We then will show that asymptotic estimates can be used to find the eigenfrequencies approximately.     

Getting ready for the future: integration of genomics into public health research, policy and practice in Europe and globally

The integration of genomics into public health research, policy and practice will be one of the most important future challenges that our health care systems will face. The next decade will provide a window of opportunity to establish infrastructures that will enable the scientific advances to be translated into evidence-based policies and interventions that improve population health. Approaches for national, European and international institutionalization of public health genomics are shown that aim to champion these challenges.     

EIGENFREQUENCIES OF THE THREE DIMENSIONAL EULER－BERNOULLI BEAM SYSTEM WITH DISSIPATIVE JOJNTS

ＥＩＧＥＮＦＲＥＱＵＥＮＣＩＥＳＯＦＴＨＥＴＨＲＥＥＤＩＭＥＮＳＩＯＮＡＬＥＵＬＥＲ－ＢＥＲＮＯＵＬＬＩＢＥＡＭＳＹＳＴＥＭＷＩＴＨＤＩＳＳＩＰＡＴＩＶＥＪＯＪＮＴＳＷｉｌｌｉａｍＨ．Ｐａｕｌｓｅｎ（ＤｅｐａｒｔｍｅｎｔｏｆＣｏｍｐｕｔｅｒＳｃｉｅｎ...     

Comparison of wide and compact fourth‐order formulations of the Navier–Stokes equations

In this study the numerical performances of wide and compact fourth‐order formulation of the steady 2D incompressible Navier–Stokes equations will be investigated and compared with each other. The benchmark driven cavity flow problem will be solved using both wide and compact fourth‐order formulations and the numerical performances of both formulations will be presented and also the advantages and disadvantages of both formulations will be discussed. Copyright © 2008 John Wiley & Sons, Ltd.     

水电工程坝基岩体溶蚀程度对坝体不均匀沉降影响分析

水电站坝基岩体发生溶蚀以后会对大坝的稳定性带来较大的影响,本文以工程实例为依托,利用三维数值分析技术,分析计算了坝基岩体不同溶蚀程度对坝体不均匀沉降的影响。结果表明:当坝基岩体强烈溶蚀、中等溶蚀、轻微溶蚀以后,坝顶处的最大位移分别达到10cm、5.5cm、4cm。坝基岩体溶蚀程度越高,坝体各处不均匀沉降的程度越严重。在相同的溶蚀程度下,坝踵处的不均匀沉降程度最严重,坝顶处不均匀沉降程度次之,坝趾处不均匀沉降程度相对最小。     

On the representation of anisotropic elastic materials by symmetric irreducible tensors

In this paper we will derive a general framework for nonlinear anisotropic elastic materials. The method developed is based on concepts from the theory of symmetric irreducible tensors and group representation theory. Different expansions of constitutive functions with respect to specific basis functions will be introduced. It will be shown that these basis functions satisfy certain orthogonality relations which allow to establish an effective procedure for parameter identification. Finally the treatment of various symmetry groups will be discussed. Received July 12, 1999     

On asymptotic approximations of first integrals for second order difference equations

In this paper, the concept of invariance factors for second order difference equations to obtain first integrals or invariants will be presented. It will be shown that all invariance factors have to satisfy a functional equation. Van Horssen (J. Indones. Math. Soc. 13:1–15, 2007) developed a perturbation method for a single first order difference equation based on invariance factors. This perturbation method will be reviewed shortly, and will be extended to second order difference equations. Also, in this paper, we will construct approximations of first integrals for second order linear, and weakly nonlinear difference equations.     

A new car-following model accounting for varying road condition

In this paper, we develop a new car-following model with consideration of varying road condition based on the empirical data. Firstly, we explore the effects of road condition on uniform flow from analytical and numerical perspectives. The results indicate that road condition has great influences on uniform flow, i.e., good road condition can enhance the velocity and flow and their increments will increase when road condition becomes better; bad road conditions will reduce the velocity and flow and their reductions will increase when road condition turns worse. Secondly, we study the effects of road conditions on the starting and braking processes. The numerical results show that good road condition will speed up the two processes and that bad road condition will slow down the two processes. Finally, we study the effects of road condition on small perturbation. The numerical results indicate that the stop-and-go phenomena resulted by small perturbation will become more serious when the road condition becomes better.     

Thermomechanical modeling of metals at finite strains: First and mixed order finite elements

The aim of this paper is to describe an updated EAS (Enhanced Assumed Strain) finite element formalism developed to model the thermomechanical behavior of metals submitted to large strains. We will also expose the use of mixed order elements (first order mechanical elements strongly coupled with quadratic thermal elements) which, as we will show, is of particular interest for modeling fast processes inducing important temperature gradients. The features of this formalism, used jointly with an Updated Lagrangian approach and an hypoelastic anisothermal constitutive formulation, will be described. Three applications involving finite strains and important thermomechanical couplings will be studied. The results obtained will be compared with the results given by the now classical SRI (Selective Reduced Integration) formalism.     

Convergence of MPFA on triangulations and for Richards' equation

Spatial discretization of transport and transformation processes in porous media requires techniques that handle general geometry, discontinuous coefficients and are locally mass conservative. Multi‐point flux approximation (MPFA) methods are such techniques, and we will here discuss some formulations on triangular grids with further application to the nonlinear Richards equation. The MPFA methods will be rewritten to mixed form to derive stability conditions and error estimates. Several MPFA versions will be shown, and the versions will be discussed with respect to convergence, symmetry and robustness when the grids are rough. It will be shown that the behavior may be quite different for challenging cases of skewness and roughness of the simulation grids. Further, we apply the MPFA discretization approach for the Richards equation and derive new error estimates without extra regularity requirements. The analysis will be accompanied by numerical results for grids that are relevant for practical simulation. Copyright © 2008 John Wiley & Sons, Ltd.     

EXPERIMENTAL INVESTIGATION ON THE EVOLUTION OF INTERNAL SOLITARY WAVE OVER A RIDGE AND ITS ACTING FORCES ON A SUBMERGED SLENDER BODY

内孤立波沿山脊地形传播过程中的结构变化使得影响海洋结构物及水下航行器安全的不确定因素增加,用大型重力式分层流试验水槽系统研究内孤立波过山脊地形及其对细长潜体作用力特性,可有效提高对其危害性机理的认识.为此,利用电导率探头阵列,结合染色标识方法,测量内孤立波演变特性,同时利用三分量传感器测量水下细长体模型受力特性.研究结果表明：山脊地形显著改变下凹型内孤立波结构,表现为坡前波幅增大,坡顶背风波面抬升,坡后波长变长;内波结构变化直接影响细长体受力特性,表现为坡前向下作用力明显增强,坡顶向上作用力突显,坡后作用力持续时间变长;细长体受力特性变化影响其运动趋势,坡前下沉运动增强、朝山脊方向纵荡运动显著.     

进口预旋对离心叶轮气动性能影响机理的研究

将理论推导和数值模拟相结合,对典型离心压缩机Eckardt叶轮流场进行分析,探讨了不同进气预旋对叶轮气动性能的影响;从叶片进口攻角、叶尖相对马赫数和流向压力变化的角度,阐述了预旋对内部流动以及气动性能的影响机理。结果表明:预旋角对进口攻角和叶尖相对马赫数同时产生显著影响,正预旋会降低进口来流的攻角及相对马赫数,使叶片前缘载荷降低、叶轮效率及稳定性提升;负预旋会提升叶轮的做功能力,使总压比上升;正预旋由于降低了叶片前部做功能力,使低压流体堆积到叶片中后部,导致总压比下降;叶轮最高效率受叶尖相对马赫数与进口攻角共同影响,若提升效率必须合理协调预旋对二者的影响。     

On Approximations of First Integrals for Strongly Nonlinear Oscillators

In this paper strongly nonlinear oscillator equations will be studied.It will be shown that the recently developed perturbation method based onintegrating factors can be used to approximate first integrals. Not onlyapproximations of first integrals will be given, butit will also be shown how in a rather efficient way the existence and stability oftime-periodic solutions can be obtained from these approximations. In particularthe generalized Rayleigh oscillator equation will be studied in detail, and it will beshown that at least five limit cycles can occur.     

On aspects of damping for a vertical beam with a tuned mass damper at the top

In this paper, the wind-induced, horizontal vibrations of a vertical Euler–Bernoulli beam will be considered. At the top of the beam, a tuned mass damper (TMD) has been installed. The horizontal vibrations can be described by an initial-boundary value problem. Perturbation methods will be applied to construct approximations of the solutions of the initial-boundary value problem, and it will be shown that the TMD uniformly damps the oscillation modes of the beam. In the analysis, it will be assumed that damping, wind-force, and gravity effects are small but not negligible.