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51.
The efficiency of a tunneling project is mainly associated with the abrasivity of the acting soil and the wear resistance of the cutting tools. Heavy wear can dull the cutting tool, which negatively affects the penetration rate and therefore the efficiency of a tunneling process. Completely worn tools with a short service life have to be replaced by newer ones. This circumstance results in unplanned machine shutdowns and higher maintenance costs. It is thus of high economic as well as technical interest to obtain a deeper understanding of soil/cutting tool interactions during tunneling. To meet this challenge, a large number of different testing devices to estimate the abrasivity of soils have been developed within the last two decades. An innovative and promising experimental setup is presented in this work. A horizontal implementation offers the possibility of simulating a tunneling process as well as the tribological system of a TBM tool. The interactions between all system components can be mapped and analyzed in detail. This method offers a unique setup, which allows wear prediction of TBM tools in a homogeneous soil with project-specific parameters (soil composition/condition, soil mechanics, tool material and machine/tunneling data). 相似文献
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Pasquale Russo Spena Manuela De Maddis Franco Lombardi Matteo Rossini 《Materials and Manufacturing Processes》2016,31(3):291-299
Dissimilar resistance spot welding of twinning induced plasticity (TWIP) and quenching and partitioning (Q&P) steel grades has been investigated by evaluating the effects of clamping force, welding current, and welding time on the microstructure, shear tension strength, and fracture of welded samples. The spot welding of TWIP and Q&P steels promotes the occurrence of an asymmetrical weld nugget with a greater dilution of TWIP steel because of its lower melting temperature and thermal conductivity. As a result, weld nuggets exhibit an austenitic microstructure. TWIP steel undergoes a grain coarsening in the HAZ, whereas Q&P steel undergoes some phase transformations. Welded samples tend to exhibit higher shear tension strength as they are joined at the highest welding current, even though an improper clamping force can promote excessive metal expulsion, thereby reducing the mechanical strength of the welded joints. Shear tension welded samples failed through interfacial fracture with partial thickness fracture mode for a low welding current, while partial thickness with button pull fractures were observed when a high welding current was used. The weld spots predominantly failed at the TWIP side. However, as TWIP steel can work harden significantly in the more resistant welded joints, the failures occur, instead, at the Q&P side. 相似文献
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The response of hydrating cement paste through setting are monitored using rheological measurements and ultrasonic reflection measurements. Increases in the elastic modulus and yield stress of cement paste with time are obtained from the rheological measurements. Ultrasonic measurements are performed using horizontally polarized shear waves (SH) reflected off of the hydrating cement paste. Changes in the ultrasonic signal through setting are related with changes in the porosity and stiffness of an equivalent water-filled poroelastic material, which provides identical acoustic impedance. The measured changes in the shear modulus obtained from ultrasonic measurement are shown to correlate well with increase in elastic modulus obtained from rheological measurements. The increase in the shear modulus of the porous material obtained from the ultrasonic measurements is shown to correspond well with the observed increase in the yield stress of the cement paste. By combining the information from rheological and ultrasonic measurements, it is found that even in the fluid stage there is sufficient structural integrity in the arrangement of cement grains to support low-amplitude shear stress and the evolution of a continuously connected network of cement particles within the paste is coincident with a rapid increase in the shear modulus of the porous skeleton. 相似文献
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合并单元是智能变电站数字化信息传输的基础和保证,肩负着一次设备参量和间隔层设备的正确信息通信功能。目前电力行业标准只提出了合并单元应具备的性能指标和要求,并未对合并单元性能指标具体的测试方法给予说明。在综合分析合并单元性能指标的基础上,提出了合并单元现场测试的关键性能指标,并制定了相应的测试方案,通过实际工程的测试结果进行了验证,证明了该测试方案的有效性和准确性。 相似文献
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概述了图象分割性能评估发的发展,总结了分割性能评估的基本理论框架:确定图象分割性能评估指标,构造评估测试图象集,评估模型与实验分析,以及分割性能评估的常用方法:统计法,基于AI的方法和混合法。对评估模型的设计作一些尝试性的探讨。 相似文献
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由于缺乏精确测量临界凝析油饱和度测试技术,我国凝析气藏油气相对渗透率均使用常规油气进行测试,采用真实平衡凝析油气体系对凝析气藏相对渗透率曲线进行岩心驱替测试还无先例。文章选用牙哈凝析气藏真实岩样进行了两组驱替实验,第一组是向岩样注入煤油-氮气采用非稳态法,第二组是注入平衡凝析油气采用稳态法。此外,研究了两种测试系统下油气相对渗透率对凝析气藏开发动态的影响,得出以下结论:①凝析油气系统的相对渗透率曲线整体向右移动,气相对渗透率下降非常快,油气相对渗透率高于煤油-氮气系统的油气相对渗透率;②凝析油气系统的临界凝析油饱和度比煤油—氮气系统的凝析油临界饱和度约低20%;③煤油-氮气系统预测的气体产能、气油比、凝析油气采收率比凝析油气系统预测的结果低得多,但气藏压力下降较慢;④凝析油气系统与煤油-氮气系统近井地带析出凝析油饱和度分布存在显著差别。 相似文献