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Cast-in-Place Cellulose Fiber-Reinforced Concrete: Shrinkage, Dispersion, Rheology

机译:现浇纤维素纤维增强混凝土:收缩,分散,流变性

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摘要

Cellulose fibers are inexpensive reinforcement for cement-based materials. Traditionally, they have been used to replace asbestos in fiber-reinforced cement board. Because of their low cost and demonstrated reinforcing ability, cellulose fibers are investigated as reinforcement for cast-in-place concrete. This study characterizes the behavior of cellulose fiber-reinforced paste and mortar and investigates rheological, dispersion, and mechanical properties of the materials. Restrained ring shrinkage tests are performed on mortar and paste to evaluate the potential of the fibers to control shrinkage cracking at a range of fiber volumes. Fiber dispersion is analyzed and compared with shrinkage cracking control in paste. A rheological parameter, such as yield stress or viscosity is investigated for predicting fiber dispersion. At low volumes, fibers are found to reduce significantly the width of restrained ring shrinkage cracks in mortar. At higher fiber volumes, multiple cracking is observed in mortar. In paste rings, fiber dispersion and performance are positively correlated. Yield stress is shown to be a poor indicator of fiber dispersion.
机译:纤维素纤维是用于水泥基材料的廉价增强材料。传统上,它们已用于代替纤维增强水泥板中的石棉。由于它们的低成本和已证明的增强能力,因此对纤维素纤维作为现浇混凝土的增强材料进行了研究。这项研究表征了纤维素纤维增强的糊和砂浆的行为,并研究了材料的流变,分散和机械性能。在砂浆和糊剂上进行约束环收缩测试,以评估纤维在一定范围的纤维体积下控制收缩开裂的潜力。分析纤维分散度,并将其与糊料中的收缩开裂控制进行比较。为了预测纤维分散,研究了流变参数,例如屈服应力或粘度。在低体积下,发现纤维显着减小了砂浆中约束环收缩裂缝的宽度。在较高的纤维体积下,在砂浆中观察到多次开裂。在糊环中,纤维的分散性和性能呈正相关。屈服应力显示为纤维分散的不良指标。

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