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Fiber-reinforced one-part alkali-activated slag/ceramic binders

机译:纤维增强的碱性碱活性炉渣/陶瓷粘合剂

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In the present experimental/numerical study, a combination of ceramic waste and ground-granulated blast furnace slag were used in the preparation of one-part alkali-activated binders. Moreover, the effect of fiber type and content on hardened-state properties and shrinkage was studied under two different curing conditions. In the first stage of this study water absorption, compressive strength, and flexural strength were assessed. Subsequently, the flexural performance of fiber-reinforced binders was simulated and predicted using finite element models under concentrated and distributed flexural loading, respectively. The experimental results showed that fibers improved mechanical properties, and enhancement was governed by fiber type and curing conditions. Moreover, the numerical results indicated that the developed fiber-reinforced binders offer a flexural load-carrying capacity in the range of 10-40 kN/m(2) and permissible service loads were well below the ultimate capacity.
机译:在本实验/数值研究中,使用陶瓷废物和地粒性高炉渣的组合在制备单部分碱性活化粘合剂中。 此外,在两种不同的固化条件下,研究了纤维型和含量对硬化状态和收缩的影响。 在该研究的第一阶段吸水,评估抗压强度和抗弯强度。 随后,模拟纤维增强粘合剂的抗弯性能,并使用浓缩和分布弯曲载荷下的有限元模型进行模拟和预测。 实验结果表明,纤维改善了机械性能,增强通过纤维型和固化条件治理。 此外,数值结果表明,开发的纤维增强粘合剂在10-40kN / M(2)的范围内提供弯曲载荷容量,并且允许的服务负载远低于最终的容量。

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