Optimal sizing of piezo-actuators for minimum-deflection design of frames under uncertain loads

Optimal piezo-actuator sizes and locations for a frame structure under bending load uncertainty are determined with the objective of minimizing the deflection under worst case of loading. The bending moments generated by the piezo-actuators are used for deflection control, i.e., to minimize the maximum deflection. The frame is subjected to a tip load which lies in an uncertainty domain with regard to its magnitude and direction. The specific uncertain loading studied in the present paper involves a load of given magnitude but of unknown direction, which should be determined to produce the highest deflection. The worst case of loading depends on the size and location of the actuators leading to a nested problem of optimization (design) and anti-optimization (uncertainty problem). Results are given for deterministic and uncertain loading conditions.     

涡河亳州境内水污染状况分析

在涡河亳州境内水质实测资料的基础上,分析区域内的亳州、涡阳、蒙城的四个水质监测断面水污染现状,并将三市县各排污口污染物总排放量采用等标污染负荷法进行评价,分析了涡河水污染特征,确定其主要污染物和主要污染源。在此分析基础上,结合分析区域的社会经济和自然环境条件,对污染原因进行探讨分析,并相应的提出有针对的防治措施和具体要求。     

狗骨式刚性连接的滞回性能试验研究

通过对循环荷载作用下的狗骨式刚性连接节点的试验研究，分析了狗骨式刚性连接的滞回性能．试验结果表明：狗骨式刚性连接具有良好的延性和耗能能力，节点的转角都超过了0．03rad；焊缝强度和梁翼缘的削弱程度是影响节点滞回性能和极限承载力的决定因素．最后，根据试验结果提出了此类连接的设计和施工建议．     

Credibility and Security of Weighing System for Large Structure Object

The weighing system designed for large structure object is mainly composed of three parts. The part of hydraulic system is made up of hydraulic cylinders, high pressure hydraulic hoses and electric pumps; the part of computer controlling system comprises pressure sensors, displacement sensors, data acquisitions, RS 485 network and the computer controlling model; the part of loading system is composed of the fulcrum structure and the concrete girder. The measurement principle and composition of the weighing system are discussed in this paper. Credibility and security of the weighing system are fully considered during the design phase. The hydraulic system is controlled by pilot operated check valves in case of the sudden loss of system pressure. The states of all gauges and RS485 network are monitored by computer controlling system functioning in different modules. When the system is running incorrectly, it will be switched to manual mode and give alarm. The finite element method is employed to analyze fulcrum structure so that the system has enough intensity to be lifted. Hence the reliability of the whole system is enhanced.     

刚架在结点集中力作用下无弯矩情况的判定

分析了忽略杆件的轴向变形时,刚架在结点集中力作用下弯矩处处为零的3种情况.从而使刚架的内力计算得到简化.     

试论训练状态的提高

阐述训练状态的概念、意义及训练状态形成的规律，讨论训练状态在运动训练中的重要性及基本原理，提出提高训练状态应采用的方法和手段，论述训练状态形成的五大因素及影响训练状态诸因素之间的关系。     

Study on one-dimensional consolidation of saturated soil with semi-pirviovs boundaries and under cyclic loading

The variation of effective stress ratio of stratfied soil with semi-pervious boundaries and under cyclic loading was analyzed on the basis of Terzaghi's one-dimensional consolidation assumptions. A solution by Laplace Transform was obtained for the case when the soil was under time-varied loading. With numerical inversion of Laplace Transform, some useful results were obtained for several kinds of commonly encountered loadings. The results can be meaningful in engineering practice.     

复合地基载荷实验的数值分析

文章根据复合地基早加载、非极限加载的工程载荷实验情况,为进一步了解复合地基极限沉降变形性能,作者运用多种形式的数值分析方法,对载荷-沉降实验数据进行分析、预测、拟合,预测更大加载下的沉降值,并对各种模型的拟合以及预测结果分析进行分析,找出适合加载阶段、预测阶段模拟方程.为确定复合地基承载力提供参考.     

Numerical Calculation of Concrete Slab Response to Blast Loading

In the present paper, a dynamic plastic damage model for concrete has been employed to estimate responses of a reinforced concrete slab subjected to blast loading. The interaction between the blast wave and the concrete slab is considered in 3D simulation. In the first stage, the initial detonation and blast wave propagation is modelled in 2D simulation before the blast wave reaches the concrete slab, then the results obtained from 2D calculation are remapped to a 3D model. The calculated blast load is compared with that obtained from TM5-1300. Numerical results of the concrete slab response are compared with the explosive test carried out- in the Weapons System Division, Defence Science and Technology Organisation, Department of Defence, Australia.     

磨削加工中砂轮堵塞影响因素的试验分析

砂轮堵塞是影响砂轮耐用度的主要原因，本文通过正交设计试验方法，研究了在纵向磨削时，工件转速、修整速度、冷却方式、磨削厚度等因素对砂轮堵塞的影响。