Experimental study on the time-dependent dynamic mechanical behaviour of C60 concrete under

To study the dynamic mechanical behavior of C60 concrete at high temperatures, impact tests under different steady-state temperature fields (100, 200, 300, 400 and 500.℃) were conducted under a variety of durations at the corresponding constant high temperature, namely 0, 30, 60, 90 and 120.min, employing split Hopkinson pressure bar (SHPB) system. In addition, the impact tests were also conducted on the specimens cooled from the high temperature to the room temperature and the specimen under room temperature. From the analysis, it is found that C60 concrete has a time-dependent behavior under high-temperature environment. Under 100, 200, 300, 400 and 500.℃ steady-state temperature fields respectively, as the duration at the corresponding constant high temperature increases, the dynamic compressive strength and the elastic modulus decrease but the peak strain generally ascends. After cooling to the room temperature, the dynamic compressive strength and the elastic modulus descend as well, but the peak strain increases first and then decreases slightly, when the duration increases. For specimens under and cooled from the high-temperature, as the temperature increases, the dynamic compressive strength and the peak strain raise first and then reduce gradually,and the dynamic compressive strength of specimen under high temperature is higher than that of the specimen cooled from the same high temperature.     

Microstructural characterization of Cu/Al composites and effect of cooling rate at the Cu/Al interfacial region

Cu/Al composites are of vital importance in industrial applications because of their numerous advantages. The influence of bond-ing temperature and cooling rate on the microstructure and morphology of ...     

Effect of tin addition on the microstructure and properties of ferritic stainless steel

This article reports the effects of Sn on the inclusions as well as the mechanical properties and hot workability of ferritic stainless steel. Precipitation phases and inclusions in Sn-bearing ferritic...     

Behavior,distribution and environmental influence of arsenic in a typical lead smelter

A field study was conducted to determine the behavior and distribution of arsenic during the pyrometallurgy process in a typical SKS(Shuikoushan) lead smelter in Hunan province, China. Environmental influences of arsenic in selected samples were evaluated. Arsenic contents in all input and output samples vary from 0.11% in raw lead to 6.66% in collected dust-2. More arsenic is volatilized in blast furnace and fuming furnace(73.02% of arsenic input) than bottom blowing furnace(10.29% of arsenic input).There are 78.97%, 13.69%, 7.31% of total arsenic distributed in intermediate materials, stockpiled materials and unorganized emissions, respectively. Matte slag-2, collected dust-1 and secondary zinc oxide are hazardous based on the arsenic concentrations of toxicity characteristic leaching procedure. According to risk assessment code(RAC) guideline, arsenic in collected dust-1 poses a very serious risk to the surrounding environment, arsenic in speiss, matte slag-2, water-quenched slag and secondary zinc oxide show low risk, while arsenic in matte slag-1, collected dust-2 and post dust has no risk to the environment.     

锂离子电池正极材料LiMn_2O_4紫外可见光谱研究

<正>极材料因为其成本低廉,环境友好,高能量密度而被广泛应用.本文采用高温固相法制备Li Mn2O4正极材料,运用X射线衍射仪和扫描电镜分析其结构和微观形貌,采用紫外可见光分光光度仪测试该材料的光谱特征,并计算禁带宽度.结果表明:Li Mn2O4材料有菱形结构的几何外形,粒径分布处于1 um~2 um之间,为立方尖晶石结构,Li Mn2O4溶于双氧水和HNO3样品,溶解时间为40 min,80 min,120 min时,禁带宽度分别为2.24eV,2.22eV和1.85eV.     

基于光纤光栅的预应力碳纤维板加固钢梁抗弯性能试验研究

结合碳纤维增强复合材料(CFRP)的高强特性及光纤光栅(OFBG)的感知特性,研制开发CFRP-OFBG智能复合板,通过试验验证其应变传感性能.完成预应力CFRP-OFBG板加固钢梁静载试验,监测钢梁的应变和屈服破坏过程,研究预应力CFRP-OFBG智能碳纤维板加固钢梁的抗弯性能.结果表明:预应力CFRP-OFBG智能碳纤维板是一种集受力和传感于一体的新型土木工程材料,克服了光纤光栅埋设的工艺问题,并且能有效提高加固钢梁的抗弯性能,具有良好的推广价值和应用前景.     

半潜型风电浮式基础运动特性试验研究

针对5 MW海上风机半潜型浮式基础的运动特性进行模型试验研究,考虑系泊线、塔柱及叶片,采用1∶50的比例制作浮式基础在内的风机系统模型,设计加工了人工风场产生风载荷。通过无接触式光学六自由度三维运动测量仪测量模型在风浪联合作用下的运动响应,测试不同海况、不同风速下的风机系统运动响应,得到了风机系统的固有运动特性,幅频响应特性,以及定常风对浮式风机纵荡、垂荡、纵摇的影响规律。通过实验结果,评估了风机浮式基础在不同海况下的发电作业和生存能力。     

基于ANSYS的车路系统力学分析

车辆荷载对路面的作用是导致路面病害的主要原因.以某道路改建工程为依托,通过大量的室内外实验,把实验的数据借助ANSYS力学分析软件进行路表弯沉、应力等静力学分析,得到最大值出现位置和应力变化趋势.考虑到路面上车辆行驶的运动特点,对车路系统进行了动力学分析,得到位移最大值及应力随时间的变化规律,为道路病害的预防提供了理论依据.     

中英言语幽默的语用策略研究

言语幽默作为一种语用策略,在日常生活中被广泛使用,本文从语用策略角度出发,研究言语行为理论、合作原则以及礼貌原则在幽默言语产生过程中的作用,结合现实生活中的幽默语例,发现交际者对言语行为言外之意的故意曲解,故意违反合作原则或是礼貌原则,刻意遵守礼貌原则等方式都会产生幽默效果。从语用策略角度研究言语幽默可以帮助学习者提高中英言语幽默的欣赏能力,培养幽默意识,提高跨文化交际能力。     

张家口堡玉皇阁数字化虚拟复原研究

以张家口堡玉皇阁为研究对象,通过虚拟化三维建模技术,建立全方位多层次的虚拟建筑模型,辅以光影、材质等视觉效果的设计,生动再现了玉皇阁的历史原貌,重点探讨了利用数字化技术在建筑遗产虚拟复原中应用的思路和方法.