光纤光栅传感技术在桥梁施工监控中的应用

为了满足桥梁顶推法施工监控的复杂要求,分析了光纤光栅传感器的结构和原理;研究了应变和温度交叉敏感以及波长解调等光纤Bragg光栅(FBG)传感技术应用中的关键问题.根据对桥墩受力变形的分析,结合实例设计了传感器参数.将虚拟仪器与FBG传感器相结合,可以利用虚拟仪器技术在信号采集、分析、存储和传输等方面的优势,实现光纤光栅解调与施工监控于一体,保证了施工安全和桥梁质量.     

采用VB与MATLAB混合编程的数字滤波器设计

结合VB编程简单、界面友好的特点及MATLAB强大的计算、图形表达功能,采用VB与MATLAB的混合编程,可以开发出效率高、使用方便的应用程序.利用ActiveX技术和文件传递参数,解决了VB与MATLAB的混合编程并应用于数字滤波器的设计上,利用该方法设计了FIR数字滤波器.     

总线直读式远传水表

本文分析了有源远传水表的工作原理,指出有源远传水表存在着许多难以克服的缺陷,譬如:水表工作时离不开电源、计量误差大等。为了解决有源水表存在的问题,本文引进一种总线直读式水表,其工作时不需要电源,只有在抄表的瞬间才需要电源。该水表计量准确,工作可靠,维护容易,为远传水表的研究提供了一种新的选择方案。     

基于主动规则的多用户交互模型

论述了多用户交互的特性,提出了一个多用户交互模型(E*Fb*Ft)nCAn。针对该模型的特点,建立起ECA规则模型,讨论了交互事件、回调事件和复合事件。分析了将(E*Fb*Ft)nCAn模型转换为主动机制系统中的事件、规则的方法。用例表明基于主动机制的(E*Fb*Ft)nCAn模型是有效的。     

Non‐linear finite element analysis of mechanical electrochemical phenomena in hydrated soft tissues based on triphasic theory

The well‐accepted triphasic theory for modelling the mechano‐electrochemical phenomena of charged hydrated soft tissue has been limited to infinitesimal deformation problems due to the difficulty of defining a common reference configuration for the whole tissue. In this paper, an imaginary reference configuration for soft tissue under large deformation is established based on the reference configuration of a solid matrix and a Piola transformation of the relative velocities of the fluid and ionic phases. A non‐linear finite element analysis formulation is proposed by applying a weighted residual method to the reformulated governing equations of triphasic theory reformulated in the imaginary reference configuration, with the displacement of the solid, fluid flows, ionic molar flows, hydrostatic pressure, and electrical potential as the unknown variables. After verifying the proposed finite‐element formulation by comparing the results of a linear‐confined compression problem with those obtained by the finite difference method, the numerical analysis of a three‐dimensional free‐swelling problem of articular cartilage with large deformation, and a strong non‐linearity in the material properties is carried out to reproduce the curling behaviour of articular cartilage strips in vitro when submerged in solution baths of various concentrations. The results obtained by finite element analysis are in agreement with those measured experimentally. Copyright © 2005 John Wiley & Sons, Ltd.     

Stress integration and mesh refinement for large deformation in geomechanics

This paper first discusses alternative stress integration schemes in numerical solutions to large‐ deformation problems in hardening materials. Three common numerical methods, i.e. the total‐Lagrangian (TL), the updated‐Lagrangian (UL) and the arbitrary Lagrangian–Eulerian (ALE) methods, are discussed. The UL and the ALE methods are further complicated with three different stress integration schemes. The objectivity of these schemes is discussed. The ALE method presented in this paper is based on the operator‐split technique where the analysis is carried out in two steps; an UL step followed by an Eulerian step. This paper also introduces a new method for mesh refinement in the ALE method. Using the known displacements at domain boundaries and material interfaces as prescribed displacements, the problem is re‐analysed by assuming linear elasticity and the deformed mesh resulting from such an analysis is then used as the new mesh in the second step of the ALE method. It is shown that this repeated elastic analysis is actually more efficient than mesh generation and it can be used for general cases regardless of problem dimension and problem topology. The relative performance of the TL, UL and ALE methods is investigated through the analyses of some classic geotechnical problems. Copyright © 2005 John Wiley & Sons, Ltd.     

A Cauchy‐stress based solution for a necking elastic constitutive model under large deformation

A finite element based method for solution of large‐deformation hyperelastic constitutive models is developed, which solves the Cauchy‐stress balance equation using a single rotation of stress from principal directions to a fixed co‐ordinate system. Features of the method include stress computation by central differencing of the hyperelastic energy function, mixed integration‐order incompressibility enforcement, and an iterative solution method that employs notional ‘small strain’ stiffness. The method is applied to an interesting and difficult elastic model that replicates polymer ‘necking’; the method is shown to give good agreement with published results from a well‐established finite element package, and with published experimental results. It is shown that details of the manner in which incompressibility is enforced affects whether key experimental phenomena are clearly resolved. Copyright © 2005 John Wiley & Sons, Ltd.     

Implicit algorithm for finite deformation hypoelastic–viscoplasticity in fcc metals

An implicit objective stress update algorithm is proposed for a hypoelastic–viscoplastic model. A thermal/dynamic yield function, which is derived based on the thermal activation analysis and dislocation interaction mechanisms, is used, along with the Consistency approach and the framework of additive viscoplasticity, in deriving the proposed model for fcc metals. The corotational formulation approach is utilized in developing the proposed model in the finite deformation field. For the case of the Newton–Raphson iteration method, a new expression for the consistent (algorithmic) tangent stiffness matrix of rate‐dependent metals is derived by direct linearization of the stress update algorithm. Finite element simulations are performed by implementing the proposed viscoplasticity constitutive models in the commercial finite element program ABAQUS. Numerical implementation for a simple tensile problem is used for validating the material parameters of the OFHC Copper under low and high strain rates and temperatures. The numerical results of the adiabatic true stress–true strain curves compare very well with the experimental data. The effectiveness of the present approach is tested by studying strain localization in a simple plane strain problem. Results indicate excellent performance of the present framework in describing the strain localization problem and in obtaining mesh‐independent results. Copyright © 2006 John Wiley & Sons, Ltd.     

矿山变形监测数据管理系统的开发

矿山变形监测是指导矿山生产和运行的科学依据。笔者根据矿山企业的生产和发展，设计和开发出一套快速、有效的变形监测数据管理系统。     

基于小波变换的变形监测分析研究

根据小波变换方法能充分突出问题某些方面的特征，基于变形监测数据列特点，将小波变换应用于变形监测领域，即利用小波变换对变形监测数据进行降噪处理和不同频带分离，使数据列平滑以达到滤波的目的，并在此基础上合理地对变形体变形作出几何分析和物理解释。结果表明，在变形监测数据处理分析中小波变换是一种有效的分析方法，具有一定的理论价值和应用价值。