微观结构
材料科学
雪硅钙石
固化(化学)
复合材料
抗压强度
硅粉
抗弯强度
极限抗拉强度
石英
火山灰
硅酸盐水泥
水泥
作者
Peiliang Shen,Linnü Lü,Yongjia He,Fazhou Wang,Shuguang Hu
标识
DOI:10.1016/j.cemconres.2019.01.004
摘要
Abstract This study addresses the effect of curing regimes on the mechanical properties, hydration and microstructure of ultra-high performance concrete (UHPC). The results demonstrate that the mechanical properties are strengthened by increasing curing temperature, but the flexural/tensile to compressive strength ratio shows an unusual increasing tendency with increasing temperature and compressive strength, which is opposite to normal concrete. The nano-mechanical properties are also enhanced by heat treatment. The ultra-high density phase is dominated hydrates. Microstructure observation indicates that heat treatment promotes the formation of additional hydrates with high-packing density and stiffness such as tobermorite and xonotlite, enhancement of transition zone around steel fiber, quartz and clinker, average chain length of hydrates and pozzolanic reaction between quartz/silica fume and Ca(OH)2. The evolution of hydrates and microstructure due to curing regimes and the presence of quartz play key roles in controlling the unusual behavior of the strength ratio and improvement of mechanical properties.
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