Dynamic and quasi-static bending of saturated poroelastic Timoshenko cantilever beam

Based on the three-dimensional Gurtin-type variational principle of the incompressible saturated porous media, a one-dimensional mathematical model for dynamics of the saturated poroelastic Timoshenko cantilever beam is established with two assumptions, i.e., the deformation satisfies the classical single phase Timoshenko beam and the movement of the pore fluid is only in the axial direction of the saturated poroelastic beam. Under some special cases, this mathematical model can be degenerated into the Euler-Bernoulli model, the Rayleigh model, and the shear model of the saturated poroelastic beam, respectively. The dynamic and quasi-static behaviors of a saturated poroelastic Timoshenko cantilever beam with an impermeable fixed end and a permeable free end subjected to a step load at its free end are analyzed by the Laplace transform. The variations of the deflections at the beam free end against time are shown in figures. The influences of the interaction coefficient between the pore fluid and the solid skeleton as well as the slenderness ratio of the beam on the dynamic/quasi-static performances of the beam are examined. It is shown that the quasi-static deflections of the saturated poroelastic beam possess a creep behavior similar to that of viscoelastic beams. In dynamic responses, with the increase of the slenderness ratio, the vibration periods and amplitudes of the deflections at the free end increase, and the time needed for deflections approaching to their stationary values also increases. Moreover, with the increase of the interaction coefficient, the vibrations of the beam deflections decay more strongly, and, eventually, the deflections of the saturated poroelastic beam converge to the static deflections of the classic single phase Timoshenko beam.     

饱和多孔弹性Timoshenko悬臂梁的动、静力弯曲

在经典单相Timoshenko梁变形和孔隙流体仅沿饱和多孔弹性梁轴向运动的假定下,基于不可压饱和多孔介质的三维Gurtin型变分原理,首先建立了饱和多孔弹性Timoshenko悬臂梁动力响应的一维数学模型．在若干特殊情形下,该模型可分别退化为饱和多孔弹性梁的Euler-Bernoulli模型、Rayleigh模型和Shear模型等．其次,利用Laplace变换,分析了固定端不可渗透、自由端可渗透的饱和多孔弹性Timoshenko悬臂梁在自由端阶梯载荷作用下的动静力响应,给出了梁自由端处挠度随时间的响应曲线,考察了固相与流相相互作用系数、梁长细比等参数对悬臂梁动静力行为的影响．结果表明:饱和多孔弹性梁的拟静态挠度具有与粘弹性梁挠度类似的蠕变特征．在动力响应中,随着梁长细比的增大,自由端挠度的振动周期和幅值增大,且趋于稳态值的时间增长,而随着两相相互作用系数的增大,梁挠度振动衰减加快,并最终趋于经典单相弹性Timoshenko梁的静态挠度．     

一种变结构机构的仿真分析与优化设计

在分析变结构堵渣机的结构特征基础上,利用ADAMS软件建立了仿真模型,通过机构的运动学、动力学仿真分析,找出了机构存在的主要问题;并对机构进行了优化及无过约束的自调结构设计．优化效果表明：堵渣机的各项性能得以提高,其工作更加稳定可靠;改善了机构的自适应性能,消除了堵渣机对外界工作环境的敏感性;为变结构机构的设计提供了一个新的方向．     

力封闭自适应机构的创新设计方法

提出了选择初始运动链中适当的构件作为力封闭构件设计力封闭自适应机构的创新设计方法.根据初始运动链的自由度特征,指出了自适应机构设计需解决的主要问题,详细介绍了运动链的选择方法,给出了自适应机构设计的基本原则和方法,通过不同类型的设计实例,论证自适应机构设计方法的可行性,对自适应机构的创新设计,具有重大的理论意义和工程实用价值.     

Bending of simply-supported circular timber beam strengthened with fiber reinforced polymer简

The bending behavior of the circular cross-section timber beam strengthened with a fiber reinforced polymer (FRP) sheet is investigated. The tight bonding is on the interface between the surface of a timber beam and the reinforcement layer of the FRP sheet. An analytical expression for the bending moment-curvature relation is presented, and its failure modes are analyzed. The governing equation for nonlinear small deflection of the FRP-strengthened circular timber beam is established, and the corresponding numerical method is given. The bending deformation of the simply-supported circular timber beam strengthened with the carbon fiber reinforced polymer (CFRP) sheet subject to a uniform load is studied numerically. The influence of the angle and thickness of the CFRP layer as well as the timber strength on the bending deflection of the FRP-strengthened circular timber beam is examined. It is revealed that, with the increases of the thickness and angle, the deflection of the CFRP-strengthened circular timber beam is decreased, and its carrying capacity and ductility are increased. However, when the angle of the layer reaches a certain value, the deflection will no longer decrease with the increase of the angle. At the same time, the nonlinear bending moment-curvature relation of the CFRP-strengthened circular timber beam is simplified as an approximate bilinear constitutive model. The approximate deflections of the simply-supported circular timber beam strengthened with the CFRP sheet are obtained. The results are compared with the linearly elastic bending and nonlinear bending models, showing that the mid-span deflections of a CFRP-strengthened circular timber beam with the approximate bilinear constitutive model are greater than those with the nonlinear constitutive model. The results of its stiffness analysis are on the safe side.     

基于全回路拓扑特性矩阵运动链同构的辨识

以运动链的广义拓扑图为基础,建立了包含运动链所有信息的全回路拓扑特性矩阵.给出了矩阵的构建原则和方法,并对其用于运动链同构识别进行了研究,进一步给出了应用该矩阵辨识运动链同构体的方法及主要的步骤,并给出了应用实例.同时,解决了其它方法在回路选择上出现分歧的问题,不受运动链杆数和自由度的限制,矩阵元素少,计算量小,速度快,又可以在计算机上实现,因此更加高效和可靠.经过大量的实例证明该方法行之有效,特别是在构件数和回路数多的运动链的同构识别中更具优势.     

高炉堵渣机的结构分析与优化设计

在按不同的工作阶段对堵渣机进行自适应功能结构分析的基础上,利用ADAMS软件对机构进行了仿真分析,找出了现有堵渣机存在的问题;并对堵渣机进行了优化及无过约束的自调结构设计.仿真结果表明:堵渣机的各项性能得到提高,工作更加稳定可靠;堵渣机的自调和自适应性能得到进一步改善,消除了堵渣机对外界工作环境的敏感性;机构自调结构具有工程实用价值和巨大的应用前景.