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在日常的应用中,我们发现,制作材料是高合金钢的模具要比硬质合金制作的模具耐用,我们进而研究了其失效的方式以及失效的比例,研究结果显示,硬质合金的失效主要体现在掉渣和崩刃,而高合金钢的失效主要体现在正常的磨损方面。在制作的过程中,高合金钢会由于在加热的不适当而使得碳化物不均匀,或者使得硬度不稳定等原因而没有充分发挥材料的潜在能力,文章对如何提高高合金钢的寿命提出了具体方案。 相似文献
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Sandstone is sediment rock composed of many cemented sand particles, and corresponding particle constraint and force bearing capacity are greatly controlled by the cemented property. In order to better reflect the cemented property influencing on the mechanical characteristics of the sandstone, take the oil sandstone reservoir for instance, a numerical model based on 3Dimensional Particle Flow Code (PFC3D) considering the parallel bond model was brought forward to simulate the failure mechanism during shearing process. The sandstone cemented property is modeled based on random mathematics and advanced development of Particle Flow Code (PFC), and the relation of the stress ratio, volume strain, coordination number and bond-broken number and the axial strain is analyzed in detail, especially the contact network evolution indicated the force chain is important to transfer the external force, which verifies the feasibility of the numerical model. Based on the above PFC3D model, a series of researches on changing the cemented radius ratio, parallel bond stiffness and cemented volume of the particles have been done to clearly illuminate the importance of cemented property for the bearing capacity of the sandstone structure, which provides a scientific base for research on the failure mechanism of the sandstone under special conditions. Therefore, the above numerical method is more efficient and applicable for comparatively large scale and complex experiments, and the obtained research results can bring a new thought for the real cemented sandstone to research on its macro-micromechanical response and the structure failure mechanism, and also is significant for the sand production mechanism, sand volume prediction and sand control measures for the sandstone reservoir. 相似文献
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纳米硬质合金的摩擦磨损性能 总被引：3，自引：0，他引：3
在摩擦磨损试验的基础上,研究了纳米硬质合金的摩擦磨损性能,测量了摩擦系数,应用扫描电镜观察了摩擦表面形貌,并和普通硬质合金进行了比较.研究表明:纳米硬质合金的摩擦系数有降低的趋势,与普通硬质合金比较,纳米硬质合金表现出了更多的抗磨损性能及塑性去除的特征. 相似文献
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华南沿海地区丘陵较多,地势起伏,沿海养殖设施普遍为浅基础建设.在水产养殖技术方面,现有研究主要集中在养殖技术上,而有针对、有系统的研究结构性土体的研究方法还不多,在试验方面多采用人工制备结构性土体的研究方法,因此开展这方面的计算机模型分析和试验研究,对各种不同的处理方式进行效果分析,找出适合水产养殖设施改造的方式,可以为今后水产养殖设施如池塘改造等项目节省资金和施工时间.破损力学的核心思想是将结构性岩土材料抽象成由胶结强的结构体(弹脆性元)和无胶结的破碎体(弹塑性元)组成的二元介质,是一种建立在准连续介质概念基础上对岩土材料进行宏观分析的力学理论.采用数值模拟的方法进行模拟土体三轴试验,研究土中胶结强度对土体破坏模式、应力爬坡及剪切带的影响,以期为该问题的研究提供新的借鉴. 相似文献
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采用V型缺口试样,研究了YG8硬质合金在10～650 ℃热循环下冷却介质分别为pH=5.2的盐酸溶液、pH=7.4水、pH=8.8的氢氧化钠溶液的热疲劳行为.通过扫描电镜和变焦体显微镜观察疲劳断口形貌和疲劳裂纹形貌,研究热疲劳裂纹形成与扩展机制.结果表明：冷却介质对热疲劳性能影响显著,同样循环次数下在pH=5.2的盐酸中冷却先出现裂纹,且扩展速率较快;pH=8.8的氢氧化钠溶液次之,水(pH=7.4)是三者中抗热疲劳性能最好;在中性介质中,裂纹的扩展方式主要为WC相缺少Co粘结相的粘接作用而不断被剥落产生微孔洞,随着微孔洞尺寸不断变大,相邻的孔洞将相连形成微裂纹,沿WC/Co相界面扩展,在腐蚀介质中,疲劳裂纹形成过程变得十分复杂,扩展方式主要为裂纹穿过腐蚀疲劳坑和通过大尺寸的团聚物扩展. 相似文献
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Laboratory experimental research is performed by strengthing three different types of soil with low proportional cement to test the unconfined compressive strength of such cemented soil under different dosages of Ca(OH)2 and the different ages. The variation rules and causes of the unconfined compressive strength of these three types of age-different cemented soil with increasing the dosage of Ca(OH)2 are analyzed. The results shows that the intensity of red clay cement improves most obviously with Ca(OH)2 content increased, followed by silty clay, and sand is the weakest. The reason is that the fineness of the soil affect the strength of the cement greatly. The finer the soil, the more clay minerals in soil. The increase in Ca(OH)2 content promotes the ion exchange and the occurrence of volcanic ash, which improves the strength of cemented soil. Among the three types of soil in this experiment, the fineness of red clay particles is the best, so the intensity of red clay cement improves most obviously with Ca(OH)2 content increased. 相似文献
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根据下涧口水库的工程地质情况，结合水库大坝实际运行状况分析了砌石拱坝存在的主要病害问题，提出了针对坝体拉应力超强、重力墩稳定性不足等方面的除险加固初步方案，在技施设计中分析了初步方案的种种不足并结合工程自身的特点对方案进行了优化设计，使各方面的指标达到了规范的要求，在提高了工程安全性能的同时节省了施工工程量，同时给出了除险加固的具体措施，可供类似工程参考。 相似文献
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Study on mechanical behaviors of interface with cemented soil slurry between gravel and concrete by simple shear tests 
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下载免费PDF全文 The mechanical behaviors of the interface between coarse-grained soil and concrete are investigated by simple shear tests under conditions of cemented soil slurry (clay mixed with cement grout). The results show that the relation curve between shear stress and shear strain appears stress-strain softening and shear dilatation is significant. The point of peak strength and the position when the shear dilatation occurs are related to normal stress. In addition, shear dilatation occurs before the shear stress reaches peak value. In shear failure state, with the same height, the shear displacement increases as the normal stress increases. While with the same normal stress and at the same height, the shear displacement increases as the concrete content increases. A particle flow model of simple shear test between interface between coarse-grained soil and concrete is constructed by PFC (particle flow code). The disturbed height of the sample and the main influence factors are determined by analyzing the laws of particle motion at different heights inside the sample. The PFC results show disturbed height of the sample is related to maximum particle diameter of the soil, normal stress and roughness of the interface (with or without slurry) etc. In terms of the coarse-grained soil, the shear displacement is significant in the area which is close to the interface and about 3-4 times of the maximum particle diameter, and informed the obvious shear band. Further, the thickness of the interface can be regarded as the value. 相似文献