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沥青混合料材料结构数字图像技术的基本方法 被引量:26
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作者 张肖宁 《华南理工大学学报(自然科学版)》 EI CAS CSCD 北大核心 2012年第10期166-173,共8页
利用数字图像技术获取沥青混合料内部结构组成,分析体积参数,进而完成沥青混合料的计算机辅助设计的研究已成为沥青路面技术领域的热点.文中重点介绍了笔者及所在团队基于二维数字图像技术的沥青混合料体积组成的统计学研究、沥青混合... 利用数字图像技术获取沥青混合料内部结构组成,分析体积参数,进而完成沥青混合料的计算机辅助设计的研究已成为沥青路面技术领域的热点.文中重点介绍了笔者及所在团队基于二维数字图像技术的沥青混合料体积组成的统计学研究、沥青混合料数字图像技术中差异性物质的辨识方法、基于数字图像处理技术的粗集料形态特征的提取和沥青混合料内部结构组成的三维图像重构及虚拟力学试验等方面的研究进展.同时介绍了这些研究成果在工业中应用的实例. 展开更多
关键词 道路工程 沥青混合料 材料结构组成 工业计算机断层扫描 研究进展
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Phase composition, transition and structure stability of functionally graded cemented carbide with dual phase structure 被引量:2
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作者 张立 陈述 +3 位作者 熊湘君 贺跃辉 黄伯云 张传福 《Journal of Central South University of Technology》 EI 2007年第2期149-152,共4页
The phase composition, phase transition and phase structure transformation of the wire-cut section of functionally graded WC-Co cemented carbide with dual phase structure were investigated by XRD phase analysis. It is... The phase composition, phase transition and phase structure transformation of the wire-cut section of functionally graded WC-Co cemented carbide with dual phase structure were investigated by XRD phase analysis. It is shown that the composition of η phase in the core zone is Co_3W_3C (M_6 C type). The structure of cobalt based solid solution binder phase is fcc type. At the cooling stage of the sintering process, the phase transition of η phase, i.e. M_6C→M_12C and the martensitic phase transition of the cobalt based solid solution binder phase, i.e. fcc→hcp are suppressed, which facilitates the strengthening of the alloy. Because the instantaneous temperature of the discharge channel is as high as 10 000 ℃ during the wire cutting process, the processed surface is oxidized. Nevertheless, the oxide layer thickness is in micro grade. In the oxide film, η phase is decomposed into W_2C and CoO, and cobalt based solid solution binder is selectively oxidized, while WC remains stable due to the existence of carbon containing liquid organic cutting medium. 展开更多
关键词 cemented carbide dual phase structure functionally graded material phase identification fracture toughness testing
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