促进其线性频散特征另一种形式的Bousinesq方程

Ｂｏｕｓｉｎｅｓｑ方程能够用于模拟表面重力波传播过程中的折射、绕射、反射以及浅化，非线性作用等现象．用不同垂直积分方法所得到的二维Ｂｏｕｓｓｉｎｅｓｑ方程形式具有不同的线性频散特征．采用两个不同的水深层的水平速度变量组合，推导出一个新形式的Ｂｏｕｓｉｎｅｓｑ方程．通过对其参数的设置可得到精确的线性频散解Ｐａｄｅ近似４阶精度．其适用范围已由原来的浅水，向深水拓进．相速误差小于２％，其拓展适用范围可达到０８个波长水深．应用所得到的新型Ｂｏｕｓｉｎｅｓｑ方程，采用有限差分法，对经典工况进行了数值模拟，其计算结果表明，计算值与物模实验值吻合较好．这说明本文新形式的Ｂｏｕｓｓｉｎｅｓｑ方程对变水深非线性效应所产生的能量频散有着较为精确的描述     

中心裂纹圆盘应力强度因子的测试误差分析

本文在中心裂纹圆盘应力强度因子解析解的基础上,利用一阶微分法则,给出了与裂纹相对长度和加载角相关的应力强度因子(K 和K )的4个误差传递函数。这4个误差传递函数关于裂纹相对长度和加载角均是非线性的,它们既是误差分析的基础,又是合理确定裂纹相对长度和加载角的基础。分析结果表明,加载角的误差Δθ除了对纯 型K 的误差几乎没有影响,对纯 型K 影响较小外,对复合型K 、K 的误差均有较大影响。最后,本文建议裂纹相对长度的取值范围为0.4～0.6;还建议在复合型断裂试验时,必须依据对K 、K 的总体精度要求来严格控制加载角的精度。     

具有外观测误差的INS传递对准的性能分析

对于给定的传递对准的误差模型，针对常值外观测速度、位置误差和随机外观测速、位置度误差两种情况，分别对惯导系统的传递对准误差模型的解算偏差和Kalman滤波器的估计偏差进行了仿真分析。结果表明，外观测误差引起的INS传递对准的估计偏差不能忽视，为采用更优的估计方法提供了依据。     

论瞬时轴线垂直度、平均回转轴线垂直度与Wobble的关系

用姿态变换的方法推导了平均轴线垂直度、瞬时轴线垂直度和倾角回转误差（Wobble)三之间的关系，从而得出了瞬时轴线垂直度和平均回转轴线垂直度的数据处理方法。     

一种快速有效的捷联系统初始对准算法

在捷联惯性系统中，初始对准是影响系统输出精度的最重要环节，陀螺漂移是引起对准误差的主要原因。本文在对捷联系统误差进行分析的基础上，结合卡尔曼滤波器的滤波特性，提出一种把陀螺随机常值漂移标定与初始对准进行多级组合的卡尔曼滤波方法。     

Staggering error control of a class of inelastic processes in random microheterogeneous solids

In this work a staggering solution strategy for the simulation of the time-dependent inelastic mechanical deformation of a class of solids, possessing irregular heterogeneous microstructure, is developed. The system of coupled equations involved consists of (1) a dynamic equation of momentum balance, where the primary field variable is the displacement, (2) an evolution equation for material degradation, where the primary field variable is a state damage function, and (3) an evolution equation for the inelastic strains in the solid where the primary field variable is a plastic strain field. Clearly, the damage and plasticity variables are implicit functions of the displacement, however, for the staggering scheme strategy, it is convenient to formulate them as individual fields during the solution process. The key concept for the strategy to operate efficiently is to estimate and control the so-called staggering error, i.e. the error due to incompletely resolving the coupling between the field equations in a staggering process. This error is a function of the time step size. However, because the coupling is temporally variable, possibly becoming stronger, weaker, or oscillatory, it is extremely difficult to ascertain a priori the time step size needed for prespecified error control. In the present work, to induce desired staggering rates of convergence within each time step, thus controlling the staggering error, an adaptive strategy is developed whereby the time step size is manipulated, enlarged or reduced, to control the intrinsic contraction mapping constant of the staggering system operator. The overall goal is to deliver accurate solutions where temporal discretization error control dictates the upper limits on the time step size, while the iterative staggering strategy refines the step size further to control the staggering error. Three-dimensional numerical experiments are performed to illustrate the solution strategy.     

复变量移动最小二乘法及其应用

提出了复变量移动最小二乘法，并详细讨论了基于正交基函数的复变量移动最小二乘 法. 然后，将复变量移动最小二乘法和弹性力学的边界无单元法结合，提出了弹性力学的复 变量边界无单元法，推导了相应的公式，并给出了数值算例. 基于正交基函数的复变量移动 最小二乘法的优点是不形成病态方程组、精度高，所形成的无网格方法计算量小. 复变量边 界无单元法是边界积分方程的无网格方法的直接列式法，容易引入边界条件，且具有更高的 精度.     

自适应卡尔曼滤波在惯性测量组合误差补偿中的应用

惯性元件误差是捷联惯导系统的主要误差源，必须在导航过程中加以补偿。根据机动目标跟踪理论和惯性测量组合动态模型，分别建立状态方程和观测方程，利用机动频率自适应的算法进行卡尔曼滤波，以此达到惯性测量组合动态误差和随机误差补偿的目的。仿真结果说明该方法可行有效，优于传统的误差补偿算法，能较好地提高系统导航精度。     

The estimate and measurement of longitudinal wave intensity

Quasi-longitudinal waves are one type of structural waves, which are important at high frequencies. This paper studies the estimate theory and measurement technique of quasi-longitudinal waves, analyzes the bias error due to the effect of bending waves. In a two-dimensional quasi-longitudinal wave field, the intensity vector is the sum of the effective intensity vector and the intensity variation vector. Its axial component is proportional to two imaginary parts of cross spectral densities and in the measurement, it is measured by a pair of two-transducer arrays. In a onedimensional quasi-longitudinal wave field, the intensity variation is zero, the intensity is proportional to only one imaginary part of a cross spectral density and it can be measured using a two-transducer array. If bending and quasi-longitudinal waves coexist and the contribution from bending waves cannot be eliminated or reduced to a certain extent, the measured quasi-longitudinal wave intensity will contain a large error. The results measured on the three-beam structure show that quasi-longitudinal wave intensity can be accurately measured using the intensity technique when bending waves are negligible in comparison with quasi-longitudinal waves. The project supported by the National Natural Science Foundation of China