温度应力、自收缩对高性能混凝土早期开裂的影响

根据高性混凝土的水化特性、物理力学特性及自收缩特性，分析了高性能混凝土早期开裂机理和影响早期开裂的主要因素．并结合工程实例，借助混凝土温度和应力有限元仿真计算方法分析研究了表面适度保温和水管冷却技术在高性能混凝土温控防裂中的应用效果．研究结果表明，表面适度保温与水管冷却相结合能有效降低混凝土的内外温差，减小混凝土早期表面拉应力与后期内部拉应力，防裂效果明显，对类似的工程具有借鉴作用．     

Modeling for local dynamic behaviors of phenol biodegradation in bubble columns

A coupled three-dimensional (3-D) model, combining hydrodynamics with biochemical reactions, was developed to simulate the local transient flow patterns and the dynamic behaviors of cell growth and phenol biodegradation by yeast Candida tropicalis in the bubble-column bioreactor, using the computational fluid dynamic (CFD) method. In order to validate this proposed model effectively, the validation of the local hydrodynamic characteristics of the gas-mineral salt solution (gas-liquid) two-phase system, with the phenol concentration of 1200 mg/L, and with the absence of cells, was performed in a square-sectioned bubble column bioreactor using the LDA system and conductivity probe. Furthermore, the validation of phenol biodegradation behaviors by yeast Candida tropicalis at different initial concentrations of phenol and cell was also carried out in the above bubble-column bioreactor. The results indicated that the model simulations had a satisfying agreement with the experimental data. Finally, the local instantaneous flow and phenol biodegradation features including gas holdup, gas velocity, liquid velocity, cell concentration and phenol concentration inside the bioreactor were successfully predicted in different-scale bubble columns by the proposed model. © 2006 American Institute of Chemical Engineers AIChE J, 2006     

Ennoblement of stainless steel in natural seawater – A new explanation

The ennoblement of corrosion potential (E_corr) of passive metal immersed in seawater was investigated with electrochemical technology and epifluorescence microscopy. The in situ observation showed that the bacteria number increased on the metal surface according to an exponential law which was in the same way with the ennoblement of E_corr. At the same time, the anodic polarization current of high‐Mo stainless steel decreased in the initial days. According to the mix‐potential theory and the characteristics of polarization curves of high‐Mo steel in natural seawater, the ennoblement of corrosion potential may be induced by the decrease of the passive current density.     

硫酸钙氨法制取硫酸钾新工艺的实验研究

利用K2 +2 ,Ca2 +/ /SO2 -4 ,Cl2 -2 ,NH3—H2 O混合体系相图作为工艺指导 ,进行硫酸钙制取硫酸钾工艺的相图研究和分析 ,确定实验优选因素及水平并进行正交实验 ,根据实验结果进行极差分析 ,得出新的结论。合适的工艺条件为 :氨浓度为 40 % ,配料比n( 2KCl) :n(CaSO4 ·2H2 O)为 1:1,反应温度为 5℃ ,反应时间为 1h。     

屋顶绿化配套技术研究

从绿化植物选择、种植土的配制、防排水措施，养护管理等方面介绍了“屋顶绿化配套技术研究课题”的主要成果。     

基坑工程雨季施工措施的探讨

结合某校教学楼基坑工程实践，对防止滑坡采取措施的有效性进行了总结，同时对滑坡出现的原因进行分析，提出了预防基坑滑坡应注意事项。     

基于DSP+CPLD的高精度信号发生器

介绍了基于直接数字式频率合成(DDS)原理的全数字信号发生器(DSP),利用DSP芯片快速、高精度的运算优势以及CPLD芯片灵活的编程逻辑、大容量存储功能的特点,采用通用可编程芯片以及数字波形合成技术,形成高稳定、高精度、高动态的数字合成信号.该信号发生器可产生0～25 kHz的正弦波、三角波和方波,输出电压峰峰值为0～5 V,频率步进1 Hz,幅度步进0.001 V.     

基于PCI总线的高速多路数据传输卡设计

介绍了一套基于外部设备互连(PCI)总线的高速多路数据传输卡的设计,采用基于PCI内核与PCI用户逻辑相结合的新型设计方案,在顶层通过仿真来验证PCI接口以及用户逻辑设计正确与否.降低了设计的复杂程度,提高了电路的集成度和系统的性能,并根据PCI卡对外部设备驱动能力较弱的特点,在传输卡中加入了长线驱动功能,采用低电压差分信号(LVDS)技术,既降低了系统功耗,又实现长距离的计算机双向通信.     

浅谈炼钢车间的自动控制系统

介绍了天津钢铁工业结构调整改造后的新钢铁企业炼钢车间的自动控制系统，系统的配置、主要功能，并对系统做出评价。     

Strengthening of Preloaded RC Beams Using Hybrid Carbon Sheets

Reinforced concrete (RC) beams subject to service loads of 40 or 60% of steel yielding were strengthened using hybrid continuous carbon fiber sheets. The hybrid systems were made of high-strength and high-modulus carbon sheets, and compared with systems using only high-strength carbon. It was found that the use of high-modulus carbon sheets in hybrid systems could increase the yielding load, the flexural stiffness, the postyielding ductility, and reduce the crack opening in concrete. The slope changes on load-deflection curves at steel yielding are not noticeable in hybrid systems. The tensile strains developed in hybrid sheets after the fracture of high-modulus carbon are higher in magnitude and distributed in a larger area, leading to an ultimate carbon fracture with concrete crushing. These unique features are attributed to the high stiffness and low ultimate tensile strain of the high-modulus carbon fibers which stiffen the structures, avoid or delay the fiber-reinforced polymer debonding, and facilitate the deformability during their subsequent breakdown.