Study on sintering technique of NiFe2O4/SiCp used as matrix of inert anodes in aluminium electrolysis

In order to improve deficiencies of NiFe2O4 spinel used as matrix of inert anode in aluminium electrolysis, NiFe2O4/SiCp were prepared by the solid state reaction for the first time. Microstructural changes were observed by scanning electronic microscope and phase was determined with X-ray detector. Effect of sintering temperature and times on density, porosity and microstructure were researched, and the reasons that caused the difference were discussed deeply. At the same time the thermodynamical compatibility of NiFe2O4 and SiC was proved under 1200℃ by DTA.The results showed that the microstructure was more homogeneous when the sintering temperature reached 1 180℃and the density attained their maximum about 6 h sintering. The appropriate sintering technique of NiFe2 O4/SiCw composite materials was 1180℃× 6 h.     

城市环境中的设施与居民的心理和行为

人对环境具有本能的感觉和认知能力,不同环境给予社会群体(指具有一定的文化层次、道德修养、风俗习惯和生活水准等的社会各阶层)的心理感受和行为诱导也各有所异。在当前倡导和谐社会的形势下,构筑良好的城市环境设施,对提高居民的生活环境质量,培养他们健康积极的心理和行为,具有重要的作用和意义。     

弦杆轴向压力作用下K型、KK型间隙方管节点静力工作性能的试验研究

对6个K型和7个KK型直接焊接方管节点进行了在弦杆轴向压力作用下的静力试验研究。通过对节点破坏模式和极限承载力的分析, 研究了支杆和弦杆宽度比、弦杆所受轴向压应力与弦杆屈服应力之比、支杆作用位置和空间作用对节点极限承载力的影响。采用ANSYS程序对试验节点进行了分析, 通过试验数据和有限元计算结果的比较, 证明采用ANSYS程序计算方管节点是可行的。     

两个"住"的实验

本文介绍了笔者参与的两个关于中国住宅竞赛的实验……希望引发设计者重新思考众多因素对居住的影响。"     

高性能混凝土剪力墙抗震性能的试验研究

基于低周循环荷载下聚丙烯纤维高性能混凝土剪力墙的试验结果,研究了高性能混凝土剪力墙的抗震性能,并得出了一些有益的结论。最后,就高性能混凝土的剪力墙抗震设计提出了一些建议。     

理想的坚持者,ONL

何为ONL,谁是ONL,ONL为何成为今天的ONL?怀着对其艺术气质的欣赏,对其设计理念的支持,对其工作方式的理解和对其执着追求的精神的钦佩,从个人角度出发对ONL进行速写。     

A new approach for simulating aerodynamic vibrations of structures in a wind tunnel—development of an experimental system by means of hybrid vibration technique

The present paper describes a newly proposed technique for simulating aerodynamic vibration of structures, which is referred to as the hybrid vibration technique or HVT. This technique is a combination of step-by-step computer calculation and measurement of the aerodynamic force acting on a model structure in a wind tunnel test. Even though the HVT can be applied effectively, problems still exist with respect to obtaining accurate simulations. These problems include response delay in controlling the model behavior and the inertia force component present in the measured aerodynamic force. Techniques for compensating for response delay and for eliminating inertia force from measured aerodynamic force are applied to a developed system based on HVT simulations of aerodynamic vibration of elastic structures and structures exhibiting elasto-plastic behavior are performed by means of the newly developed system. The effectiveness of the techniques for compensating for the response delay and eliminating the inertia force can be confirmed from the results of the simulations. In addition, the possibility and applicability of HVT is indicated.     

Similarity on fire behavior of reinforced concrete beams with pre-damage

为研究不同比例钢筋混凝土预损伤梁火灾行为的相似性，在已有缩尺模型明火试验的相似理论基础上，对不同几何尺寸比例的3根钢筋混凝土无损梁和9根因经历常温静载试验而产生不同程度预损伤的梁开展明火试验。试验结果表明：采用热辐射模型确定不同比例梁明火试验的升温曲线，可以较好地实现不同比例梁在相应时间点截面温度分布相似；明火试验前形成的宽度在2 mm以下的裂缝对不同比例梁温度场的相似性影响不大，仅影响局部混凝土温度，明火试验前梁上已有的残余变形对其耐火极限影响不大；将不同比例梁受火时间的相似比由几何比例的平方调整为几何比例的1.8次方，可以实现预损伤程度相同的不同比例钢筋混凝土梁挠度变化以及耐火极限相似，从而实现由缩尺模型梁的火灾下力学行为预测足尺原型梁的火灾力学行为。     

混凝土动态力学性能分析

混凝土结构在爆炸与冲击载荷下的动态力学性能通常是结构的应力波效应和材料的应变率效应。而混凝土结构中的应力波传播特性实际上又依赖于混凝土在高应变率下率型本构关系。本文讨论了这方面的研究进展情况 ,包括混凝土弹性模量、抗压强度、断裂应变等重要强度参数对应变率的相关性 ,特别强调混凝土率型本构关系的研究 ,以及损伤演化的重要性。     

Investigation on flexural behavior of pretensioned prestressed steel strand high strength concrete large-diameter pipe piles

为研究大直径钢绞线管桩的受弯性能，对3根不同直径钢绞线桩进行足尺试验、理论分析和有限元模拟，对比研究了大直径钢绞线桩的开裂弯矩、裂缝开展及分布、受弯承载力、变形延性和破坏特征等。结果表明：大直径钢绞线桩受弯破坏时受压区高强混凝土压溃，截面中心轴以下钢绞线都达到屈服强度，具有较高的受弯承载力和良好的变形延性；理论分析方法能够较好地预测大直径钢绞线桩的受弯承载力；建立的有限元模型可以合理地模拟大直径钢绞线桩的受弯性能，模型计算结果与试验结果吻合较好。