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Effect of projectile impact and penetration on the phase composition and microstructure of high performance concretes

机译:弹丸冲击和穿透对相组成的影响 和高性能混凝土的微观结构

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摘要

As a result of increased concerns regarding public safety in recent years, the impact and penetration resistance of infrastructure has become an emerging research focus in the cement and concrete industry. Ultra-high performance concretes (UHPCs) with fiber reinforcement usually possess compressive strengths greater than 200 MPa and are promising candidates for penetration-resistant building materials. In the current project, two UHPC materials, ERDC-M (a modified composition developed at U.S. Army Engineer Research and Development Center) and Ductal®, were subjected to projectile penetration testing. The microstructural evolution due to projectile impact and penetration was examined via scanning electron microscopy and X-ray diffraction. Possible phase changes were observed in the affected material volume, which can be interpreted as resulting from the high temperature and high pressure induced by the impact and penetration.
机译:近年来,由于对公共安全的关注日益增加,基础设施的抗冲击性和抗渗透性已成为水泥和混凝土行业中新兴的研究重点。具有纤维增强作用的超高性能混凝土(UHPC)通常具有大于200 MPa的抗压强度,是抗渗透建筑材料的有希望的候选者。在当前项目中,两种UHPC材料ERDC-M(由美国陆军工程师研究与开发中心开发的一种改良成分)和Ductal®经受了弹丸穿透测试。通过扫描电子显微镜和X射线衍射检查了由弹丸撞击和穿透引起的微观结构演变。在受影响的材料体积中观察到可能的相变,这可以解释为由冲击和渗透引起的高温和高压导致的。

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