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从力学角度对异形桩系列进行了系统的理论评述，并对异形桩的个别主要桩型作了较详细的阐述．     

DISPLACEMENT CALCULATION FOR STRAIGHT BAR WITH VARIABLE STIFFNESS BASED ON GRAPH MULTIPLICATION METHOD1)

为解决图乘法计算变截面杆件位移时分割图形数目多,计算容易出错这一问题,提出了一种刚度折算的方法,把长度已知的变截面杆件等价转换为两个一定长度的等截面杆件,通过刚度与位移的关系进行折算,然后叠加即可得到正确结果。可显著减少图乘次数,降低计算量,提高计算效率和正确率,值得推广。     

一种含放大机构的负刚度动力吸振器的参数优化

在大多数情况下机械振动是有害的,它不仅产生噪声还会降低设备的工作精度和使用寿命.采用正刚度特性的吸振、隔振系统往往难以达到满意效果,这种情况在低频振动控制系统中尤其明显.放大机构与负刚度元件在振动控制领域均表现出良好性能,但是较少有对同时含有放大机构与负刚度装置的动力吸振系统的研究.以Voigt型动力吸振器为基础提出了一种将放大机构应用于含负刚度弹簧元件的动力吸振器模型,对该模型的最优参数进行了研究.首先建立了系统的运动微分方程并得到了其解析解,发现该系统存在两个固定点,利用固定点理论得到了动力吸振器的最优频率比.根据负刚度的特性,在保证系统稳定的前提下得到了最优负刚度比,并推导了系统的近似最优阻尼比.通过数值仿真验证了解析解的正确性.与多种动力吸振器在简谐激励与随机激励下进行了对比,说明了本文模型相比于已有的动力吸振器,能够大幅降低共振振幅、拓宽减振频带并且降低系统的谐振频率,为设计新型动力吸振器模型提供了理论依据.      

Interfacial Properties of Flexible and Semiflexible Polymers

Using a continuous space rod‐bead model and an off‐lattice Monte Carlo technique we investigate interfacial properties between two incompatible polymers of different stiffnesses. The interfacial tension is determined by using virial theorem and analyzing the spectrum of capillary waves. Detailed interfacial profiles for segment and chain densities and orientations are obtained. The simulation results agree with mean field approaches for not too large stiffness disparities and show a marked tendency towards a plateau at higher stiffness disparities where the differences to mean field approaches increase.     

蒙脱土/尼龙6纳米复合材料刚度预测

本文采用交错模型对蒙脱土／尼龙6纳米复合材料的弹性模量进行预测。模型划分为四个区域：以拉伸变形为主的A（蒙脱土片）、B和D区,和同时承受拉伸和剪切两种变形的C区。通过对各区之间合力平衡和变形协调的简单分析,本文得到了封闭形式的蒙脱土／尼龙6纳米复合材料模量预测公式。引用文献[1]中的蒙脱土材料的几何参数和弹性常数,以及纯尼龙6的弹性常数,对纳米复合材料的模量进行预测,预测结果与实验结果基本吻合。有限元法对交错模型的分析证实了理论模型中变形区划分的合理性,同时也发现FEM的预测结果与实验更为接近。     

复合材料及其结构的非线性力学问题

本文根据最近文献及新近进展,讨论了复合材料及其结构的非线性力学问题,这是一个在实用上和理论上很重要并且越来越重要的问题。      

基于滑动元法的连续拉索滑移分析

实际工程中,拉索在索撑节点处滑移十分普遍。考虑滑移的影响,索撑节点不能简单地用铰接模拟。现有的拉索滑移分析方法往往需要迭代,计算过程复杂且收敛性无法保证。本文提出一种拉索滑移分析新方法——滑动元法,以预应力鱼腹梁为例进行理论推导,介绍了滑动元法的基本原理和计算步骤。结合有限元软件,利用滑动元法对算例进行计算分析,结果表明,滑动元法计算快速无需迭代,可以较为准确地分析拉索滑移。     

Numerical estimation of the influence of joint stiffness on free vibrations of frame structures via the scattering of waves at elastic joints

In the structural design of mechanical products, natural frequencies must be controlled to reduce noise and vibration. In particular, the stiffness of the joints which assemble the structural components affects the natural frequencies. Therefore, it is important to predict the influence of joint stiffness on natural frequencies. Generally, these effects are determined by iterative finite element analyses of assembled structural models. Because this results in high computational costs, the sensitivity of natural frequencies to joint stiffness should be determined by a different approach to make the structural design process more efficient. Therefore, this paper proposes the use of reflection and transmission coefficients of elastic joints to predict the dependency of natural frequencies on joint stiffness. First, we formulate the reflection and transmission coefficients of joint stiffness, and then organize the coefficients using a ray tracing method. These formulations enable us to discuss the mechanisms which determine the natural frequency of a structure based on a wave approach using the phase-closure principle. Therefore, by applying the phase-closure principle to the frame structure, we investigate the formation of bending modes, which suggests that the effects of joint stiffness on natural frequencies correspond to the dependence of the reflection and transmission coefficients on joint stiffness. Therefore, these coefficients are useful indicators for estimating the influence of joint stiffness.     

基于组件法的穿心螺栓连接CFST柱节点初始刚度计算

本文基于EC3中的组件法,分析并建立了不同类型穿心螺栓连接CFST柱节点的力学模型,提出了EC3中未涉及的加强角钢的组件模型以及穿心螺栓连接刚度系数计算公式,推导了不同节点的初始刚度计算公式,试验结果和公式结果的对比表明,采用EC3给出的受拉螺栓刚度系数将大大低估穿心螺栓连接CFST柱节点的初始转动刚度,而采用本文所提出的考虑穿心螺栓预紧力的受拉螺栓刚度系数计算公式则与试验结果吻合较好．     

Oscillatory correlations between external force and damping

In this paper we shall examine the correlations among the external froce, variable damping and variable restoring force. Some new results are obtained.