Further remarks on <Emphasis Type="Italic">δ</Emphasis>- and <Emphasis Type="Italic">θ</Emphasis>-modifications

In generalizing constructions of N.V. Veličko, the paper starts from two generalized topologies μ and μ′ on a set X and introduces two more generalized topologies gd(μ, μ′) and δ(μ,μ′) with the examination of their properties. Research (partially) supported by Hungarian Foundation for Scientific Research, grant Nos. T 49786, T 046846, K 68398.     

基于批量-时间原则的VMI Hub配送柔性

批量-时间原则是一种既考虑配送经济批量又考虑配送时间要求的配送原则,基于此原则,本文对VMIHub运作模式下的配送柔性进行了研究,引入加权配送松弛时间(Weighted Slack Time,WST)以度量配送柔性。验证了VMI Hub运作模式在原材料配送方面的优势:VMI Hub运作模式具有配送上的集聚效应(Pooling Effect)和统一配送的特点,可以有效解决多供应商配送存在交叉时间而使加权配送松弛时间减少的问题,从而保证了稳定的配送松弛时间,体现了良好的配送柔性。     

框架非线性分析的新梁柱单元

目前尚缺乏能在高轴力作用下简便地用于有限元分析的梁柱单元,本文所提出的单元运算简例,能以统一形式同时用于轴力P为拉（正）及压（负）的情况并在－3．8小于等于P／P,＜∞（P为杆的欧拉临界力）的范围内有极高的精度,实际上和作为精确解的稳定函数的精度相同,但能免除 稳定函数的精度相同,但能免除稳定函数需对轴力对拉,压及为零时采用三套不同公式的缺点,因此,该单元可用于所有实际框架结构的非线性分析,只需取一根杆件为一个单元,并且可简便地植入现有框架非线性分析程序中,文中还一些典型算例的分析结果,论证了单元的正确,高效和广泛适用性。     

一种新型的高次多结点薄壁杆件单元

应用Hermite插值多项式以及最小势能原理导出了一种新型的高次多结点薄壁杆件单元,这种单元的特点是精度高,并可应用于桥梁、高层建筑巨型结构的有限元分析中.     

基于静力柔度灵敏度的网架结构损伤识别

采用模态参数来组集网架结构的柔度矩阵面临较多困难,如所需模态数量较多、测点数量有限和密集模态识别精度较低等．相比之下,基于静力测试的柔度矩阵具有测试精度较高、无截断误差的优点．文中提出一种基于静力柔度灵敏度、先定位后定量的网架结构损伤识别方法．首先,针对柔度灵敏度方程容易产生病态解的问题,构造一种奇异值贡献指标以合理截断柔度灵敏度矩阵的奇异值,从而提高解的精度．其次,结合前述奇异值截断策略,在不更新刚度矩阵的前提下,通过多次计算来逐步缩减疑似损伤杆件,从而降低未损杆件的干扰和实现损伤杆件的定位．最后,仅保留灵敏度矩阵中已定位损伤杆件对应的列,在迭代计算中不断更新刚度矩阵来进行损伤杆件的定量识别．以某网架结构为例进行数值分析．结果表明：提出的奇异值贡献指标具有明显的突变位置,可方便地指出灵敏度方程奇异值截断位置;提出的两步识别法在仅利用竖向自由度的情况下具有较好的抗噪能力,可有效定位和定量识别损伤杆件．     

岐管式微通道冷却热沉的三维数值优化

微尺度传热是近几年来发展起来的一种重要传热技术,广泛应用于高集成度的电子器件的冷却。大功率半导体激光器的热沉积是限制其性能发挥和功率进一步提高的瓶颈。本文研究的热沉用于冷却一种以半导体激光条阵列为泵浦的大功率激光器,其10 mm×1 mm半导体激光条表面的热流密度高达400 W／cm2。本文对以无氧铜为材料、以水为冷却介质的微通道热沉的结构尺寸进行了优化设计。结果表明,热沉结构对热阻、泵功、半导体激光条表面温度分布有重要影响,其中微通道进出口宽度对泵功的影响最大。     

Modeling of transverse shears of piecewise homogeneous composite bars using an iterative process with account of tangential loads

A nonclassical model for the stress-strain state of a piecewise homogeneous composite bar is proposed. The model is based on an iterative process and takes into account the deplanation of cross sections of the bar caused by transverse shears. Based on the shear strains of some particular approximation, higher approximation models are constructed. The model accounts for both the normal and tangential loads.Presented at the 11th International Conference on Mechanics of Composite Materials (Riga, June 11–15, 2000).Translated from Mekhanika Kompozitnykh Materialov, Vol. 36, No. 4, pp. 487–500, July–August, 2000.     

Torsional split Hopkinson bar tests at strain rates above 104s−1

The torsional split Hopkinson bar is used for testing materials at strain rates above 10⁴s⁻¹. This strain rate, which is an order of magnitude higher than is typical with this technique, is obtained by using very short specimens. Strain rates of 6.4×10⁴s⁻¹ have been achieved with specimens having a gage length of 0.1524 mm. Results from tests on 1100 aluminum show an increase in rate sensitivity as the strain rate increases.     

Molecular modeling study of an abasic DNA undecamer duplex: d(GCGTGOGTGCG) · d(CGCACTCACGC)

Molecular mechanics calculations were performed with the JUMNA program on d(GCGTGOGTGCG) · d(CGCACTCACGC) where “O” is a modified abasic site: 3-hydroxy-2-(hydroxymethyl)tetrahydrofuran. From energy minimizations, for intrahelical or extrahelical positions of the unpaired thymine, various structures with different curvatures were obtained. Dynamical properties of this abasic sequence were also investigated through the controlled studies of DNA bending. Poisson-Boltzmann calculations were used to mimic the electrostatic effect of solvent on this sequence. The lowest energy structures show an acceptable agreement with experimental data. Received: 1 June 1998 / Accepted: 17 September 1998 / Published online: 10 December 1998     

层状地基中的单桩沉降分析

本文利用薄层法得出层状地基在内、外部荷载作用下的位移格林函数,并由此结果求得层状地基的柔度矩阵。在此基础上,文中利用子结构法分析单桩的沉降问题,并与工程实测进行了比较,二者较为一致,说明了本文方法的有效性。