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Early-Age Autogenous and Drying Shrinkage Behavior of Cellulose Fiber-Reinforced Cementitious Materials

机译:纤维素纤维增强胶凝材料的早期自生和干燥收缩行为

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摘要

The objective of this study was to determine how the early-age shrinkage behavior of cementitious materials is affected by the addition of saturated cellulose fibers under sealed and unsealed conditions. The sealed condition simulates autogenous shrinkage exclusively while the unsealed condition introduces drying shrinkage, as well. Although the primary focus was to determine whether saturated cellulose fibers are suitable to mitigate autogenous shrinkage as an internal curing agent, evaluating their effect under drying conditions provided further insight into the overall shrinkage behavior of the composite material. At additions of 1% by mass of cement, the cellulose fibers were found to show significant drying shrinkage cracking control while providing some internal curing. In addition, early-age shrinkage test results were supplemented with a quantitative measure of fiber dispersion based on comparing theoretical and experimental values of the fiber volume fraction in hardened cementitious samples. Results indicated that improved dispersion leads to improved properties.
机译:这项研究的目的是确定在密封和未密封条件下,饱和纤维素纤维的添加如何影响胶凝材料的早期收缩行为。密封条件专门模拟自发收缩,而未密封条件也引入干燥收缩。尽管主要重点是确定饱和纤维素纤维是否适合作为内部固化剂来减轻自发收缩,但是评估其在干燥条件下的效果可进一步了解复合材料的整体收缩行为。发现添加1质量%的水泥时,纤维素纤维显示出显着的干燥收缩开裂控制,同时提供一些内部固化。此外,通过比较硬化水泥样品中纤维体积分数的理论值和实验值,在早期收缩测试结果的基础上增加了纤维分散度的定量测量值。结果表明,改善的分散性导致改善的性能。

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