基于圆结构光照明和LED照明相结合的三维检测技术

针对孔内表面的检测问题,提出了一种新的基于结构光照明和LED照明相结合的三维检测技术。该方法主要包括三个步骤:首先通过圆结构光照明获取孔内表面的截面轮廓图像,并通过图像处理和系统标定得到当前截面上局部区域的深度值;然后通过平面光照明得到孔内表面的平面图像,并在分析成像关系的前提下,在对平面图像进行坐标变换后得到孔内表面的展开图像,结合图像处理算法,提取展开图像的局部区域的平面尺寸信息;最后将圆结构光数据和LED光源数据变换到同一全局坐标系下,得到内表面的三维信息。     

集成热管散热器的试验研究与数值模拟

设计了一种用于CPU冷却的集成热管散热器,介绍了其结构特点。通过试验对集成热管散热器和AVC全铜散热器的传热性能进行了比较,并对集成热管散热器的温度场分布进行了测试。采用STAR-CD软件对散热器外部的传热与流动进行数值模拟分析,并试验验证了数值模拟结果的真实性,从而为进一步研究改进集成热管散热器提供了参考依据。!     

Correlation of molecular parameters,strain hardening modulus and cyclic fatigue test performances of polyethylene materials for pressure pipe applications

Currently, several testing methods are under development to understand the resistance of polyethylene pipe materials to slow crack growth over comparably short time periods without using aggressive chemicals to accelerate the time to brittle failure. Strain hardening and crack round bar tests have recently been developed and published as ISO testing methods. However, a better understanding of these testing methods is still required with respect to the molecular parameters of the materials. Comparative studies with existing slow crack growth testing methods such as the notched pipe test are of significant interest to the industry. This study discusses correlations of molecular weight, molecular weight distribution, short chain branching and rheological properties of different polyethylene materials with their slow rack growth resistances obtained from the strain hardening and crack round bar tests and their correlations with notched pipe tests.     

埋在土中的输液管道的耦联振动

本文对平面应变情况下,管道、流体与外土壤介质三者间的耦联振动进行了精确分析。在严格满足所有耦合边界条件的情况下,导出了系统自由振动的频率方程,并给出了各参数对最低阶固有频率影响的数值结果。当对更复杂水一管一土耦合系统进行数值解时,本文结果可作为检验其精度的一个依据。     

以能量密度为参量的管中导波无损检测参数选择

一般情况下，检测管状结构时采用位移分布或应力分布来选择超声无损检测的导波模式及其频厚积，这在有些情况下是不合适的。本文用总能量密度来选择检测管状结构的最佳导波模式及其频厚积，并用位移分布进行了比较，最后用混合边界元法进行了数值模拟，对其结果的有效性进行了验证。结果表明，总能量密度能有效的选择检测管材的最佳导波模式及其频厚积范围的检测的最佳位置。     

粘弹性地基上粘弹性输流管道的稳定性分析

从Winkler假设和单轴线性粘弹性本构方程出发,推导了Kelvin-Voigt粘弹性地基上三参量固体模型输流管道的运动微分方程,采用改进的有限差分法,分析了管道和地基的粘弹性参数对输流管道无量纲复频率和无量纲流速之间的变化关系的影响。     

充液弯管连续/离散模型振动的动刚度解法

由充液弯管三维振动模型切入，应用动刚度法构建了弯管及直管单元的振动求解方法，进而用于组装求解充液管系的振动，可同时适用于含弯管单元的连续模型或只含直管单元的离散模型；通过算例对比，证明动刚度法比传递矩阵法和有限元法在计算效率和精度上有所提升；与充液L型管道振动实验测得的加速度频响曲线对比，验证了本文对于管道组装的计算方法的有效性，此外还分析了连续模型和离散模型的区别及适用范围。     

Guided waves dispersion equations for orthotropic multilayered pipes solved using standard finite elements code

The dispersion curves for hollow multilayered cylinders are prerequisites in any practical guided waves application on such structures. The equations for homogeneous isotropic materials have been established more than 120 years ago. The difficulties in finding numerical solutions to analytic expressions remain considerable, especially if the materials are orthotropic visco-elastic as in the composites used for pipes in the last decades. Among other numerical techniques, the semi-analytical finite elements method has proven its capability of solving this problem. Two possibilities exist to model a finite elements eigenvalue problem: a two-dimensional cross-section model of the pipe or a radial segment model, intersecting the layers between the inner and the outer radius of the pipe. The last possibility is here adopted and distinct differential problems are deduced for longitudinal L(0, n), torsional T(0, n) and flexural F(m, n) modes. Eigenvalue problems are deduced for the three modes classes, offering explicit forms of each coefficient for the matrices used in an available general purpose finite elements code. Comparisons with existing solutions for pipes filled with non-linear viscoelastic fluid or visco-elastic coatings as well as for a fully orthotropic hollow cylinder are all proving the reliability and ease of use of this method.     

A kinetic scheme for unsteady pressurised flows in closed water pipes

The aim of this paper is to present a kinetic numerical scheme for the computations of transient pressurised flows in closed water pipes. Firstly, we detail the mathematical model written as a conservative hyperbolic partial differentiel system of equations, and then we recall how to obtain the corresponding kinetic formulation. Then we build the kinetic scheme ensuring an upwinding of the source term due to the topography performed in a close manner described by Perthame and Simeoni (2001) [1] and Botchorishvili et al. (2003) [2] using an energetic balance at microscopic level. The validation is lastly performed in the case of a water hammer in an uniform pipe: we compare the numerical results provided by an industrial code used at EDF-CIH (France), which solves the Allievi equation (the commonly used equation for pressurised flows in pipes) by the method of characteristics, with those of the kinetic scheme. It appears that they are in a very good agreement.     

Vibration characteristic analysis of buried pipes using the wave propagation approach

A theoretical analysis for the free vibration of simply supported buried pipes has been investigated using the wave propagation approach. The pipe modeled as a thin cylindrical shell of linear homogeneous isotropic elastic material buried in a linear isotropic homogeneous elastic medium of infinite extent. The vibrations of the pipe are examined by using Flüggle shell equation. The natural frequencies are obtained for the pipes surrounded by vacuo or elastic medium. The results are compared with those available in the literature and agreement is found with them. It is found that the free vibration frequency of the pipe does not appear for some of the axial or circular vibration modes and the real natural frequencies of the pipe are significantly dependent on the rigidity of the surrounding medium.