随着混凝土结构服役年限增长和外部环境导致的混凝土结构损伤,结构将难以达到设计要求,需对既有结构进行修复加固,或采用新型组合结构替换原结构.超高性能混凝土(Ultra High Performance Concrete,UHPC)作为一种超高强度、良好韧性和优异耐久性的水泥基复合材料,将其应用到既有混凝土结构的修复加固中,有望成为良好的解决方案,但两种材料之间可靠的界面粘结是其中的关键.通过对国内外UHPC与水泥基材料界面性能试验和数值模拟研究进展的系统梳理和总结,阐述了两种混凝土材料界面粘结性能试验方法,分析了影响UHPC与水泥基材料组合结构界面粘结性因素,包括基底混凝土表面处理方式、界面剂、UHPC材料性能等,探讨了UHPC界面性能数值模拟中粘结滑移关系及UHPC损伤模型的选择.最后,对UHPC与水泥基材料界面粘结今后的研究方向提出了一些建议,希望能为UHPC在实际修复加固工程中的应用提供指导和帮助. 相似文献
Summary: Wear behavior correlations with morphology have been established from polytetrafluoroethylene (PTFE) drawn at 200, 327, and 375 °C with draw ratio about 4. The friction coefficient and wear rate for PTFE drawn at 327 °C are lower and the wear rate is lower than that of undrawn PTFE by about 30%. The structures of samples were characterized by scanning electron microscope (SEM), DSC, and wide angle X‐ray diffraction (WAXD). Results indicate that the debris morphologies of samples are different. The differences in the tribological behavior of undrawn and drawn samples were attributed to the improvement of the degree of the crystalline, fibrillation, and orderliness by drawing, especially, for PTFE drawn at 327 °C. The orderliness of molecular arrangement along the drawn direction is also higher for PTFE drawn at 327 °C than those of PTFE drawn at 200 and 375 °C, respectively. Therefore, the intensity of covalent bond along drawn direction is higher. The shear resistance and the deformability of the material are greatly improved and the size of the wear breakage unit decreases, which results in a good tribological property for PTFE drawn at 327 °C.
SEM morphology of fractured surface perpendicular to the draw direction for PTFE drawn at 327 °C. 相似文献
TPD/Exchange from CO/Re(001) in a gas ambience showed that the absolute rate of desorption depends on the gas pressure and has a first plus second order rate law. It is proposed that desorption is a two step process from the adsorbed state to a stable intermediate which is itself weakly adsorbed. 相似文献