平行梁式电容传感器极板耦合角位移计算和分析

为了解决平行梁式电容称重传感器极板耦合角位移带来的输出电容值与输入载荷之间的非线性问题,运用力法对平行梁式弹性体超静定结构进行了计算分析,得出了与上下极板夹角关联的主要结构参数,通过内力对极板角度进行了解析,并在有限元软件中验证了计算的正确性。此结果为平行梁通过结构参数设计优化耦合角位移提供了理论方法,并根据非平行板电容计算公式,构建了更加精确的载荷与电容的数学模型,为传感器输出输入特性曲线的拟合提供了依据。     

空心互感式位移传感器

本文介绍一种空心互感式位移传感器,其工作原理是采用开关方式,以恒流源双向向空心互感的原边线圈充放电,采样副边线圈在稳定放电期间的窄脉冲高度来测量位移量,量程可达20mm,相对精度为2%。论述了互感值的测量,分别设计了轴向和径向两个位移的试验及捕获采样数据的电路,从数据分析证明该方法可以测量位移,减少了空心线圈中的干扰对测量的影响,轴向位移还可以直接测量电介质材料的厚度。     

光针式位移传感器聚焦伺服控制系统的设计

通过对光针式位移传感器的执行机构即音圈电机的静动成特怀的分析和测试,在伺服控制系统因路中引入ＰＩＤ校正器,使聚焦伺服系统的稳定性、快速性和准确性等性能都达到良好的应用要求。     

A comparison of finite elements for nonlinear beams: the absolute nodal coordinate and geometrically exact formulations

Two of the most popular finite element formulations for solving nonlinear beams are the absolute nodal coordinate and the geometrically exact approaches. Both can be applied to problems with very large deformations and strains, but they differ substantially at the continuous and the discrete levels. In addition, implementation and run-time computational costs also vary significantly. In the current work, we summarize the main features of the two formulations, highlighting their differences and similarities, and perform numerical benchmarks to assess their accuracy and robustness. The article concludes with recommendations for the choice of one formulation over the other.     

Effect of the centrifugal forces on the finite element eigenvalue solution of a rotating blade: a comparative study

In this study, the effect of the centrifugal forces on the eigenvalue solution obtained using two different nonlinear finite element formulations is examined. Both formulations can correctly describe arbitrary rigid body displacements and can be used in the large deformation analysis. The first formulation is based on the geometrically exact beam theory, which assumes that the cross section does not deform in its own plane and remains plane after deformation. The second formulation, the absolute nodal coordinate formulation (ANCF), relaxes this assumption and introduces modes that couple the deformation of the cross section and the axial and bending deformations. In the absolute nodal coordinate formulation, four different models are developed; a beam model based on a general continuum mechanics approach, a beam model based on an elastic line approach, a beam model based on an elastic line approach combined with the Hellinger–Reissner principle, and a plate model based on a general continuum mechanics approach. The use of the general continuum mechanics approach leads to a model that includes the ANCF coupled deformation modes. Because of these modes, the continuum mechanics model differs from the models based on the elastic line approach. In both the geometrically exact beam and the absolute nodal coordinate formulations, the centrifugal forces are formulated in terms of the element nodal coordinates. The effect of the centrifugal forces on the flap and lag modes of the rotating beam is examined, and the results obtained using the two formulations are compared for different values of the beam angular velocity. The numerical comparative study presented in this investigation shows that when the effect of some ANCF coupled deformation modes is neglected, the eigenvalue solutions obtained using the geometrically exact beam and the absolute nodal coordinate formulations are in a good agreement. The results also show that as the effect of the centrifugal forces, which tend to increase the beam stiffness, increases, the effect of the ANCF coupled deformation modes on the computed eigenvalues becomes less significant. It is shown in this paper that when the effect of the Poisson ration is neglected, the eigenvalue solution obtained using the absolute nodal coordinate formulation based on a general continuum mechanics approach is in a good agreement with the solution obtained using the geometrically exact beam model.     

一种智能光纤位移传感器

介绍一种用神经网络实现无级查表功能的光纤位移传感器。其非线性误差小于0．3％FS。具体介绍了硬件原理和使用神经网络的方法。     

Elastic wave emission from damage processes

The theory of elastic wave emission (i.e., acoustic emission; AE) from damage processes such as slip and microcracking is discussed. Analogous developments in the literature on earth-quake seismology and dynamic dislocation theory are noted and utilized. A general representation of the displacement field of an AE event is given in terms of the double-couple response to a distribution of moment density tensor in the source region. Results are specialized to a point source model and to a general far-field analysis of outgoing elastic waves, and conditions for validity of such representations and their low-frequency specializations are noted. Emitted wave fields are compared for tensile opening and slip events, and procedures which might enable the approximate determination of the size or area increase of tensile microcracks are discussed.     

光纤布拉格光栅串式多点位移计

基于不锈钢测杆连接悬臂梁结构的光纤布拉格光栅位移传感器,通过首尾连接形成光纤布拉格位移传感链路串。本设计利用安装在法兰盘下方的弹簧消除相邻各位移计的影响,同时在悬臂梁敏感位置上下两侧粘贴光栅消除温度对位移的影响,得到光栅波长与各段传感器实际位移的对应关系。通过现场对比测试,可实现在小口径的测量孔中安装位移传感链路串,提高围岩位移监测分辨率。     

某框架一核心简结构加强层位置的优化

本文研究了某带加强层框架一核心筒结构,利用有限元软件Midas building分别建立设置两道加强层的模型l、模型2和模型3,三种模型的区别在于加强层的楼层位置不同。通过在多遇地震作用下的弹性分析比较三个模型的周期比、层间位移角和位移比,结果表明模型2较之可以更有效地降低层间位移角突变,使得结构的受力更加均匀,不容易形成薄弱层,有效地缓解了刚度突变,有利于结构抗震。     

深厚软基抛石挤淤加固机理数值模拟研究

抛石挤淤法在沿海高等级公路地基处理中广泛应用,但对加固机理研究较少,通过建立弹塑性有限元力学模型,对抛石挤淤处理的路基应力变形性状进行了分析。计算结果表明:①抛石挤淤处理后的地基能有效提高地基的模量,减小路基沉降和地基浅部水平位移,加速地基孔隙水压力的消散,因此抛石挤淤的加固机理在于人工硬壳层效应和加速排水固结效应;②抛石挤淤体厚度越大,路基沉降越小,而抛石挤淤体模量和宽度对路基沉降的影响较小,因此施工时应采取有效工程措施增大抛石的沉底深度;③填筑速率越大,路基工后沉降越大,预压期越短,路基沉降越大,因此施工时应严格控制施工速度,并保证足够的预压期使路基沉降满足工程要求。深入了解抛石挤淤的加固机理、应力变形性状和影响因素,有助于为设计和施工提供参考和指导。