Structural Control of Piezoelectric Laminated Beams under Thermal Load

The dynamic analysis and the active vibration control of piezoelectric laminated beams under thermal load are presented. The beam is modeled using two noded finite elements with four mechanical and a variable number of electric potential degrees of freedom at each node. In the thickness direction, the thermal and the electric fields are approximated as piecewise linear across an arbitrary number of sublayers in a layer. Cubic Hermite interpolation is used for the deflection and electric potentials at the sublayers and linear interpolation is used for the axial displacement and the shear rotation. The thermal field is computed using a consistent six-noded thermal finite element with a quadratic interpolation along longitudinal direction and a linear interpolation along thickness direction. The temperature distribution and undamped natural frequencies are obtained for composite and sandwich beam under cantilever and clamped-clamped boundary conditions and compared with 2D-FE Abaqus results. The finite element equations derived are converted into modal model to represent them in the state space form. This model is then reduced using Hankel norm for designing the LQG controller. Optimal control technique is used to control the vibration of the beam. The designed LQG controller controls the tip deflection of composite and sandwich cantilever beams and midpoint deflection of clamped-clamped beams.     

Numerical simulation of the transient hydrogen trapping process using an analytical approximation of the McNabb and Foster equation

In order to simulate hydrogen charging and discharging cycles of mechanically loaded structures, an analytical solution for the differential equation of trapping kinetics is proposed, as a generalization of the Oriani's equilibrium relationship.This solution has been implemented in the Abaqus finite element software, and validated by comparison with the one-dimensional kinetic MRE Hydrogen Isotope Inventory Processes Code (HIIPC). Last, the results of an application on a 3D structure are presented.     

切削参数对于TC4切削结果影响的仿真和实验研究

文章主要基于Abaqus软件对TC4合金的切削过程进行了一系列的切削仿真。选用J-C模型作为工件材料的本构模型,通过改变切削速度,切削深度以及刀具前角,分别观察各切削参数对结果的影响,并通过实际实验对仿真得到的切削力,切削温度以及锯齿形状进行了验证,最终结果表明两者具有很大程度上的一致性,从而验证了本文的仿真结果具有很强的可靠性,最终可以进一步说明有限元分析可以在节约实验成本的基础上,便于研究人员对其过程中的很多结果进行详细的观察和分析,从而为进一步提高加工效率和加工质量提供更加可靠的保障。     

基于Abaqus显式分析的行李箱盖关闭力分析

针对包括铰链、锁和密封条等机构在内的行李箱盖,用Abaqus/Explicit分析在快速关闭情况下各部位的受力状况,进而对其布局进行优化,以提高各机构的使用寿命.     

基于Abaqus的高速立式加工中心立柱冲击振动研究

以BVG系列高速立式加工中心的立柱为对象,通过有限元分析软件Abaqus,研究立柱在不同冲击载荷作用时间下的振动衰减、变形、应力变化情况,为机床减少振动、提高机床加工性能提供理论参考。     

Numerical simulation of squat reinforced concrete wall strengthened by FRP composite material

The advanced design rules and the latest known earthquakes, have imposed a strengthening of reinforced concrete structures. Many research works and practical achievements of the application of the external reinforcement by using FRP composite materials have been particularly developed in the recent years. This type of strengthening seems promising for the seismic reinforcement of buildings. Among of the components of structures that could affect the stability of the structure in case of an earthquake is the reinforced concrete walls, which require in many cases a strengthening, especially in case where the diagonal cracks can be developed. The intent of this paper is to present a numerical simulation of squat reinforced concrete wall strengthened by FRP composite material (carbon fiber epoxy). The intent of this study is to perform finite element model to investigate the effects of such reinforcement in the squat reinforced concrete walls. Taking advantage of a commercial finite element package ABAQUS code, three-dimensional numerical simulations were performed, addressing the parameters associated with the squat reinforced concrete walls. An elasto-plastic damage model material is used for concrete, for steel, an elastic-plastic behavior is adopted, and the FRP composite is considered unidirectional and orthotropic. The obtained results in terms of displacements, stresses, damage illustrate clearly the importance of this strengthening strategy.     

再生混凝土叠合梁板受弯性能数值分析

在已完成的再生混凝土叠合梁板受弯性能试验的基础上,运用Abaqus软件对叠合梁板进行了非线性有限元分析.验证了有限元模型的正确性之后,引进一种新的叠合型式,预制部分采用再生混凝土而现浇部分采用普通混凝土,然后用Abaqus对新叠合梁板进行分析.分析结果表明,新叠合型式更合理地利用了混凝土材料,进一步提高了结构的受力性能.     

基于Abaqus的砂带磨削单磨粒建模与仿真

对砂带磨削中单颗磨粒磨削过程进行了分析与建模,并利用Abaqus软件对具有不同负前角、切削速度与切削深度的单磨粒磨削过程中磨削力和温度的变化进行了仿真。分析结果表明,随着磨粒前角以及磨削深度的增大,磨削力和磨削温度都会增大。当磨削厚度达到一定程度时,将会出现锯齿型切屑,而切削速度对切向力影响较小。     

基于广义轴对称模型的橡胶旋转轴唇形密封圈磨损研究*

建立橡胶旋转轴唇形密封圈的广义轴对称模型,并基于Abaqus/Python二次开发与Abaqus/ALE自适应网格技术提出一种密封圈磨损有限元仿真方法,通过与实验结果对比,验证了方法的有效性。相比于三维磨损模型,该方法能够在保证计算精度的同时显著提高计算效率。基于该方法研究不同工况参数对密封圈磨损的影响。结果表明：磨损初期主唇口的空气侧磨损程度较油侧更严重,后期主唇口油侧磨损程度逐渐超过空气侧;转速对磨损的影响较小,且在相同磨损时间不同转速下的主唇口轮廓线大致平行;装配过盈量对磨损影响较大,但在相同磨损时间不同过盈量下的主唇口轮廓线大致平行;弹簧箍紧力对磨损的影响较大,相同磨损时间情况下,弹簧箍紧力越大则主唇口油侧磨损越严重。     

车用圆形支承橡胶部分承载力学性能研究

对车用圆形支承构件橡胶部分的力学性能进行研究分析,用大型非线性有限元分析软件Abaqus进行数值模拟。结果表明,支承构件的橡胶支承筋在实验中发生断裂的部位在有限元分析结果中可以看出,无论是正向加载还是反向加载,该部位的应力在整个构件中达到最大值,而且呈带状集中分布。另外,载荷方向若稍与连杆轴线偏个角度,这个最大应力集中带会发生在载荷偏向的那一个部分上,最终将导致有一个先破坏。