不同电参数对CFRC应变敏感性的响应

CFRC具有压敏性，测试方法和测试参数的选择对CFRC的压敏性有一定的影响。采用直流电阻测试法、交流阻抗测试法和电容测试法研究了不同电参数(直流电阻、交流阻抗、电容)对CFRC应变敏感性的响应。实验结果表明：直流电阻和交流阻抗随压力的变化都能反映试样受载变形的全过程：弹性阶段、损伤阶段、破坏阶段；电容随压力的增大而增大；交流阻抗和电容随应变的变化比直流电阻随应变的变化灵敏且稳定。最后对这3种测试方法作了综合评价。     

高温后方钢管混凝土双向偏压构件试验

为了更好地对高温作用后钢管混凝土的残余力学性能进行评估(特别是双向偏心构件的力学性能),为制订火灾作用后钢管混凝土的残余力学性能鉴定标准积累素材.笔者对恒高温作用后方钢管混凝土双向偏压构件的力学性能进行了15个试件的试验研究,设计了专用的双向偏心受压加载装置,并对影响构件残余力学性能的因素进行了试验分析.研究发现,高温后方钢管混凝土双向偏压构件仍有较高承载力,较好的延性,影响承载力的主要因素是温度.     

Size effect on the optimum actuation condition for SMA-composites

Techniques of using shape memory alloy (SMA) wires as actuators inside the hybrid composites have been studied extensively for improving mechanical properties of structures. There were many experimental findings and theoretical predictions agreed the higher the actuation temperature on built-in SMA wires, the greater the improvement in mechanical response of a composite due to recovery action of wires. However, due to the limitation of interfacial shear strength, over-actuation (by means of electrical resistive heating) of SMA wire is able to induce the development of interfacial crack inside the composite structure. When the maximum interfacial shear strength is attained due to vigorous recovery action of SMA wire under relatively high temperature, interfacial debond can be initiated. In this paper, a typical SMA–matrix cylinder model is employed to study the captioned risk of SMA-composite actuation. Applying the criterion of optimum actuation condition (OAC), target actuation level can be determined to prevent structural failure due to over-actuation. Effects of geometric factors including wire embedded length and matrix-to-wire radius ratio on the interfacial shear stress distribution are evaluated prior to the study of size effect on OAC. Results indicate that the size effect become negligible when these two geometric factors are sufficiently large and as a result, the governing equation of OAC can be greatly reduced to a simple relation between externally applied stress and actuation temperature on the SMA wire. This simplified model is able to enhance the application of OAC and provide a simple and explicit solution to determine an ideal range of actuation levels for a large scale SMA-composite structure in the design stage.     

High-Temperature Strength of Niobium Alloy 5VMTs with a Silicide-Ceramic Coating. Part 1. Short-Term Strength Characteristics

Experimental data on the short-term strength and plasticity of niobium alloy 5VMTs of the system Nb–W–Mo–Zr in its initial state, after annealing, and with a silicide-ceramic protective coating obtained by testing in vacuum, an inert atmosphere, and in air in the temperature range from 290 to 2270 K are analyzed. The process of microcrack initiation and propagation in the protective coating and matrix is investigated in high-temperature static tension. The limiting plastic strain values have been established at which the composite retains its load-carrying capacity in high- temperature aggressive and oxidizing gas atmospheres.     

Anomalous Excess Heat Capacities of Ethanol + Alkane Mixtures

A thermodynamic study at atmospheric pressure on the ethanol + n-dodecane and ethanol + n-tridecane binary systems near their liquid-liquid critical points has been carried out. To this end, densities and speeds of sound were determined in the temperature range from 288.15 to 308.15 K, whereas differential scanning calorimetry was used to obtain isobaric heat capacities per unit volume from 288.15 to 303.15 K as well as liquid-liquid equilibrium curves. All these results for the mentioned properties were obtained over the complete composition range. They were used to obtain molar volumes, isentropic compressibilities, isobaric thermal expansivities, isothermal compressibilities, isochoric heat capacities, and the excess quantities of all these properties. An untypical behavior of the excess heat capacities at the lowest measuring temperatures resulting from the critical behavior of the isobaric heat capacity is observed. No clear anomalies for the excess volumetric properties are detected.     

部分剪力连接组合梁疲劳性能的实验研究

通过8根部分剪力连接组合梁的静载和重复加载试验,在对试验过程、试验现象以及试验结果分析的基础上研究了重复加载对部分剪力连接组合梁受力性能的影响.试验结果表明,重复荷载作用下的部分剪力连接组合梁具有良好的抗疲劳性能;在焊接质量有保证的情况下,处于正常使用范围内的疲劳荷载作用下的部分剪力连接组合梁几乎不会发生疲劳破坏.因此必要的情况下在建筑结构和桥梁结构中采用部分剪力连接来承受疲劳荷载的作用是可行的,并可带来良好的经济效益.     

SAP2000n在静力弹塑性分析中的应用

对SAP2000n程序中静力弹塑性分析的基本原理及实现步骤进行分析,并结合中国规范对其中一些参数加以调整.最后用程序对一个四层框架进行静力弹塑性分析和抗震性能评价.结果表明:该方法可从层间位移角、塑性铰分布及变形等方面对结构进行综合的量化评价,并能揭示出结构在罕遇地震作用下的薄弱环节,是实现基于性能设计的有效方法.     

粉质土地基中水冲沉板桩的单桩承载力试验

对粉质土地基中水冲沉板桩进行了单桩静力载荷试验，试验数据表明承载力为预制桩规范估算值的16％～20％。在采取水泥返浆进行桩土固结后。竖向承载力将提高，达到预制桩规范估算值的22％～27％。     

钢骨混凝土大偏心受压柱承载力计算

通过对两组钢骨混凝土柱大偏心受压柱的试验研究并在总结前人研究的基础上,分析钢骨混凝土柱的受力特点和破坏模式,提出钢骨混凝土柱的极限承载力计算公式,并与试验结果进行对比,结果是令人满意的.