箕斗卸载状况的检测方法

介绍了箕斗卸载状况检测方法的原理,分析了各种方法的优点和缺点。使用时应根据具体情况选择合理的检测方法。     

爱立信SGSN3．0CPU负荷与容量分析

由于爱立信厂家未能提供用户模型、设备配置和SGSN实际容量之间的内在关系解释以及系统CPU负荷、SGSN实际容量的计算方法,为此,本文主要通过对现网数据进行计算及研究,建立一套行之有效的容量分析、监控预警体系来解决这一问题。     

基于《压缩式垃圾车》(CJ/T 127 2000)行业标准的后装压缩式垃圾车的几点优化建议

后装压缩式垃圾车集自动装填与压缩、密封运输和自卸为一体, 自动化程度高,如在结构减重、推出板有限元分析、液压系统优化、绿色设计及密封优化等方面进行设计优化和改进,将直接使车辆的装载量、密封性、环保性、稳定性、作业可靠性及行驶安全性得以提高.     

乳化炸药混装车水孔爆破的优越性

该文分析了应用袋装炸药装填水孔爆破产生拒爆、"冲天炮"、根底偏高和爆破效果差等问题,然而应用乳化炸药混装车装填水孔可以解决这些问题,并且爆破后具有根底平整、大块率低、毒气少和综合效益高等优点.以三峡永久船闸旁侧泄水箱涵工程和江苏田湾核电站工程为例进行了分析.     

码头建筑物对水位影响的模型试验及计算方法

河岸码头建筑物势必导致其上游水位壅高及对码头附近水流流态产生影响。以汉江沙洋河段为对象 ,通过定床概化物理模型试验研究了码头建筑物对河道水位与流速场的影响。并基于能量平衡原理 ,采用河道恒定非均匀流水面曲线基本方程 ,结合物理模型试验资料 ,计算了码头建筑物附近的水位变化值 ,并提出了码头建筑物产生的水位壅高值的计算方法。     

采用轴径向技术有效解决固定床反应器阻力降的快速升高

讨论了固定床反应器阻力降快速升高的原因，介绍了用轴径向技术解决这一问题的原理及优点，及其在铁铬系变换催化剂和钴钼系耐硫变换催化剂反应器中的实际应用。     

Influence of load and speed on wear characteristics of grey cast iron in dry sliding — selection for minimum wear

The wear of grey cast iron in dry sliding conditions has been studied with the aims of (1) finding the influence of working conditions on the wear rate, and (2) determining the region of speed and load where low wear is accomplished. Grey cast iron with flake and nodular graphite was submitted to investigation using a pin-on-disc machine. The results indicate that the flake graphite cast iron is more suitable for applications at speeds greater than 4 m s⁻¹ and lower loads, while nodular cast iron has greater wear resistance at lower speeds in the range of loads investigated - from 50 N cm⁻² to 200 N cm⁻²     

Crack growth in aluminium alloy sheet material under flight-simulation loading

Crack propagation tests were carried out on 2024-T3 sheet specimens to study the effects of omitting low-amplitude cycles from the gust-dominated TWIST load sequence (MiniTWIST) and the removal of small load ranges from the manoeuvre-dominated FALSTAFF load sequence (short FALSTAFF). In other tests high-amplitude loads of TWIST and MiniTWIST were truncated at different levels. The results are compared with data from similar test programmes, including crack initiation. Attention is paid to unstationary crack growth retardation and a transient retardation during initial crack growth started by an artificial crack.     

超高层建筑物下嵌岩桩荷载传递性状的长期观测

对美国费城自由广场一号塔楼下的Ｇ一１０号嵌岩桩（８．８ｍＸ２．６～３．０ｍ，设计荷载５３８４９ｋＮ）在成桩后数月及上部结构施工期间和竣工后成功地进行了荷载传递性状的连续观测。本文介绍该桩的地质条件、桩身埋设的量测元件以及历时两年半的观测成果。观测表明，该桩在不同荷载水平下桩顶荷载的６０％～７０％始终由桩侧阻力分担。这一成果与第一作者先前根据嵌岩桩静载试验结果作出的结论相吻合。     

Micromechanical characterisation of fibre/matrix interfaces

Theoretical analyses for the single fibre pull-out and push-out models under monotonic loading are given which are based on a shear-lag analysis in a fracture mechanics approach considering non-constant friction at the debonded interface as a result of fibre Poisson contraction (or expansion). The solutions allow the determination of typical fibre/matrix interfacial properties such as the interfacial fracture toughness, G_ic, the coefficient of friction, μ, and the residual clamping stress, q₀. Under cyclic loading the interfacial properties are expected to degrade as a result of repetitive abrasion, and a power law function is assumed between μ and the number of elapsed cycles, N. However, G_ic is assumed to be unaffected and a fracture mechanics based debond criterion is derived for the relationship between the external applied stress, the debond length and the reduced friction coefficient for both fibre pull-out and fibre push-out. In addition, the relative displacements between the free fibre end and the matrix top are obtained for cyclic fatigue when the fibre is loaded and unloaded. A relationship obtained for the protrusion (or intrusion) length in fibre pull-out (or push-out) experiments allows the severity of the interface frictional degradation to be evaluated and characterised. Similarities and differences in the frictional degradation behaviour between fibre pull-out and push-out are also identified.