A centrally cracked thin circular disk, Part I: 3D Elastic–plastic finite element analysis

A full field solution, based on small deformation, three-dimensional elastic–plastic finite element analysis of the centrally cracked thin disk under mode I loading has been performed. The solution for the stresses under small-scale yielding and lo!cally fully plastic state has been compared with the HRR plane stress solution. At the outside of the 3D zone, within a distance of rσ_o/J=18, HRR dominance is maintained in the presence of a significant amount of compressive stress along the crack flanks. Ahead of this region, the HRR field overestimate the stresses. These results demonstrate a completely reversed state of stress in the near crack front compared to that in the plane strain case. The combined effect of geometry and finite thickness of the specimen on elastic–plastic crack tip stress field has been explored. To the best of our knowledge, such an attempt in the published literature has not been made yet. For the qualitative assessment of the results some of the field parameters have been compared to the available experimental results of K, gives a fair estimate of the crack opening stress near the crack front at a distance of order 10⁻² in. On the basis of this analysis, the Linear Elastic Fracture Mechanics approach has been adopted in analyzing the fatigue crack extension experiments performed in the disk (Part II).     

Fatigue crack growth behavior of Al7050-T7451 attachment lugs under flight spectrum variation

This paper discusses an analytical and experimental investigations of the fatigue crack growth behavior in attachment lugs subjected to a randomized flight-by-flight spectrum. In the analysis, the stress intensity factors for through-the-thickness cracks initiating from lug holes were compared by weight function method, boundary element method (BEM), the interpolation of Brussat’s solution. The stress intensity factors of a corner crack at a transition region were obtained using two parameter weight function method and correction factors. Fatigue life under a load spectrum was predicted using stress intensity factors and Willenborg retardation model considering the effects of a tensile overload. Experiments were performed under a load spectrum and compared with the fatigue life prediction using the stress intensity factors by different methods. Changes of fatigue life and aspect ratio according to the clipping level of the spectrum were discussed through experiment and prediction. Effect of the spectrum clipping level on the fatigue life was experimentally evaluated by using beach marks of fractured surface.     

定量负荷对大学生心血管功能影响的研究

本文采用ＡＺＮ－Ⅱ型心血管功能测试仪对苏州大学法学院和体育系三年级学生进行定量负荷前后血流动力流变学参数的测定，结果表明，安静时血流动力流变学的大多数指标体育系学生优于法学院学生，定量负荷后对心血管功能的影响体育系学生小于法学院学生说明体育系学生的心血管功能强于法学院学生，提示通过运动训练对于提高人体心血管功能具有积极作用。     

ICRH射频系统二次实验匹配法的分析

本文提出了在大功率射频发射系统中对一个未知的天线负载，可用二次实验数据来确定双Ｔ调配器的参数，以达到射频源和天线负载间的匹配。文中详细地讨论了这种高配法的理论并给出了用以实验的解析公式。     

Functional central limit theorems for a large network in which customers join the shortest of several queues

We consider N single server infinite buffer queues with service rate . Customers arrive at rate N, choose L queues uniformly, and join the shortest. We study the processes for large N, where R^N_t(k) is the fraction of queues of length at least k at time t. Laws of large numbers (LLNs) are known, see Vvedenskaya et al. [15], Mitzenmacher [12] and Graham [5]. We consider certain Hilbert spaces with the weak topology. First, we prove a functional central limit theorem (CLT) under the a priori assumption that the initial data R^N₀ satisfy the corresponding CLT. We use a compactness-uniqueness method, and the limit is characterized as an Ornstein-Uhlenbeck (OU) process. Then, we study the R^N in equilibrium under the stability condition <, and prove a functional CLT with limit the OU process in equilibrium. We use ergodicity and justify the inversion of limits lim _N lim _t= lim _t lim _N by a compactness-uniqueness method. We deduce a posteriori the CLT for R^N₀ under the invariant laws, an interesting result in its own right. The main tool for proving tightness of the implicitly defined invariant laws in the CLT scaling and ergodicity of the limit OU process is a global exponential stability result for the nonlinear dynamical system obtained in the functional LLN limit.Mathematics Subject Classification (2000):Primary: 60K35; Secondary: 60K25, 60B12, 60F05, 37C75, 37A30     

脱空对机场道面板接缝传荷能力影响分析

采用有限元分析方法和多组模型试验,对考虑板中脱空和板角脱空两种情况的机场刚性道面板接缝处的应力及传荷能力进行分析。结果表明,道面板接缝处的传荷效率、道面板板底最大弯拉应力随着板底脱空面积的增大而增大。对于相同的脱空面积,接缝传荷效率和板底最大弯拉应力随着地基反应模量的增大而减小;而且板中脱空状态下的传荷效率略高于板角脱空状态下的传荷效率,板中脱空对脱空面积的反应比较敏感,这说明板中脱空对道面板产生的危害比板角脱空对道面板产生的危害要严重。     

On Process Model Order Reduction for Controller Design in Discrete Systems

This paper studies the model reduction problem with emphasis on closed loop performance. First, the admissible fixed order models are identified as the ones that are simultaneously stabilizable with the high order process. A complete parametrization of this set in terms of stable parameters that satisfy cubic equality constraints is developed. An optimization problem is then formulated so that its solution identifies the fixed order model that satisfies nominal performance specifications, it is simultaneously stabilizable with the actual process and the actual closed loop optimally satisfies the nominal performance specifications. This nonlinear, infinite dimensional optimization problem is solved by means of exact penalty functions and an asymptotic approximation procedure. An illustrative example is also presented.     

盆地红层嵌岩桩荷载传递性状试验研究

湘浏盆地内广泛分布着内陆湖相沉积的白垩系至第三系红层软岩,具有成岩差、易风化崩解等特性,其嵌岩桩的实际工作性状与《建筑桩基技术规范》（JGJ94-94）规定不尽相同。为研究红层嵌岩桩的承载性能、桩身轴力传递规律、桩侧阻力和端阻力的发挥性状,对４根人工挖孔灌注桩进行了单桩静力载荷试验,分别采用滑动测微计和应变计来测试桩身轴力的变化。结果表明,红层嵌岩桩表现为端承摩擦桩特性,Q-s曲线呈缓变型;桩身轴力传递规律和桩侧阻力的发挥与覆盖层厚度、桩长、桩周土性质密切相关;由于红层具有较强的结构性,发挥极限侧阻所需位移仅为2~6mm,测试得到的极限侧阻力远高于规范值,表现出强化效应,使得红层嵌岩桩具有相当大的承载能力,但端阻力和侧阻力并非同步发挥。设计时应采用承载力和变形控制,参数取值应符合桩的荷载传递规律。     

C-RAN架构下一种基于分形定理的载波迁移预测算法

作为C-RAN关键技术之一的实时虚拟化技术要求实现硬件处理资源的虚拟化管理,实现物理资源的动态分配和负载均衡,保证虚拟基站的实时性,处理时延和抖动可控。为提高物理资源的动态分配和负载均衡的效率,在传统虚拟机迁移策略基础上结合分形理论,提出一种动态载波迁移预测算法,避免了因瞬时负载峰值触发载波迁移而带来不必要的迁移开销。该算法通过对物理资源负载离散历史数据进行分形拼贴拟合出完整负载曲线,然后根据分形维度不变性实现对未来数据的预测。为实现对该算法的仿真,结合C-RAN的系统架构搭建了一个基于并行离散事件仿真(parallel discrete event simulation PDES)的验证平台,仿真结果表明该算法能在有效减少虚拟基站迁移次数的同时确保达到负载均衡的目的。     

基于功图的油井动液面计算模型及应用

针对油井动液面实时监测困难和基于地面功图推算误差大的问题,以油井地面示功图为条件,运用一维带阻尼波动方程求解泵功图;并研究了泵功图曲线各点的曲率计算模型、固定阀和游动阀开闭点确定方法以及泵功图上下冲程载荷差的计算方法。结合井筒及环空流体压力分布计算相关式,建立了基于泵功图计算动液面深度的数学模型。经51口油井的计算分析,计算动液面深度与实测动液面深度的最大相对误差为14.84%,最小相对误差为0.48%,平均相对误差为3.61%;相对误差在10%以内的有48口,占计算总井次的94.1%。研究结果表明所建立的计算模型具有较高的精度,能够实现了油井动液面的实时、准确计量,提高了油井生产分析的及时性,有利于油田数字化和信息化建设。