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首页> 外文期刊>Construction and Building Materials >The influence of water-to-cement ratio and superabsorbent polymers (SAPs) on solid-like behaviors of fresh cement pastes
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The influence of water-to-cement ratio and superabsorbent polymers (SAPs) on solid-like behaviors of fresh cement pastes

机译:水 - 水泥比和超吸收性聚合物(SAPS)对新鲜水泥浆料的固体行为的影响

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摘要

Solid-like behaviors of fresh cement pastes are gaining increased attention with the emergence of 3D concrete printing. It is known that the fresh cement paste exhibits a "two-step yielding" in the solid regime. This study aims to achieve a more comprehensive understanding of "two-step yielding" behavior of the cement pastes with different water-to-cement ratios and with the addition of SAPs. The influence of water-to-cement ratio and SAPs on the solid-like behaviors of cement pastes were investigated by the constant shear rate test using a rotational rheometer. The results demonstrate that changes in the solid-like properties of the fresh cement pastes, such as static yield stress, critical strain, elastic limit, and tangent modulus, do not necessarily follow the same pattern since different aspects of solid-like properties can be attributed to the different particle interactions among cement systems. The results further emphasize that, for a better understanding of the influence of the mixture design parameter on the shape stability of 3D printed concrete, it is necessary to determine its impact on all aspects of solid-like behaviors, from pure elasticity to elasto-viscoplasticity, other than the static yield stress alone. (C) 2020 Published by Elsevier Ltd.
机译:随着3D混凝土印刷的出现,新鲜水泥浆料的固体行为正在增加。众所周知,新鲜水泥浆料在固体方案中表现出“两步屈服”。本研究旨在更全面地了解水泥粘膜的“两步屈服”行为与不同的水 - 水泥比例,并加入SAP。采用旋转流变仪采用恒定剪切速率试验研究了水 - 水泥比和水泥比和SAP对水泥浆料的固体行为的影响。结果表明,新鲜水泥浆料的固体状性质的变化,例如静态屈服应力,临界应变,弹性极限和切线模量,不一定遵循相同的模式,因为可以是固体样性的不同方面归因于水泥系统之间的不同颗粒相互作用。结果进一步强调,为了更好地理解混合设计参数对3D印刷混凝土形状稳定性的影响,有必要确定其对固体行为的所有方面的影响,从纯弹性到弹性粘塑料,除了静态屈服应力之外。 (c)2020由elestvier有限公司发布

著录项

  • 来源
    《Construction and Building Materials》 |2021年第15期|122160.1-122160.11|共11页
  • 作者单位

    Purdue Univ Lyles Sch Civil Engn W Lafayette IN 47907 USA;

    Purdue Univ Lyles Sch Civil Engn W Lafayette IN 47907 USA;

    Indiana Dept Transportat Off Res & Dev Indianapolis IN USA;

    Indiana Dept Transportat Off Res & Dev Indianapolis IN USA;

    Purdue Univ Lyles Sch Civil Engn W Lafayette IN 47907 USA|Purdue Univ Sch Mech Engn W Lafayette IN 47907 USA|Purdue Univ Ctr Intelligent Infrastruct W Lafayette IN 47907 USA;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Rheology; Static yield stress; Critical strain; Water-to-cement ratio; SAP;

    机译:流变学;静态屈服应力;临界应变;水 - 水泥比;SAP;
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