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Early-age behavior of calcium aluminate cement systems.

机译:铝酸钙水泥体系的早期行为。

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摘要

Compared to the knowledge base for ordinary portland cement concrete (OPCC), relatively little information exists for calcium aluminate cement concrete (CACC), despite its existence for over 100 years. There is particularly a lack of knowledge related to early-age behavior of CACC, specifically volume change and cracking potential. To assess these early-age properties, two unique pieces of equipment were developed and employed: a rigid cracking frame and free deformation frame which enabled quantification of restrained stress generation and unrestrained autogenous deformation, respectively. These two pieces of equipment employed active temperature control and allowed a wide range of isothermal and realistic temperature conditions to be imposed upon hydrating cementitious samples. Match-cured samples (i.e. identical temperature curing to that in the frames) enabled the quantification of mechanical property development.;Samples cured at discrete isothermal temperatures up to 30°C developed tensile forces in the rigid cracking frame and exhibited shrinkage phenomena in the free deformation frame. At temperatures above 30°C, the converse was true and significant compressive forces developed in restrained testing and expansion was observed in unrestrained testing. It was found that this was a direct result of microstructural development related to the formation of metastable phases (associated with shrinkage) and stable phases (expansion as a result of conversion from metastable to stable phases). Proper use of this material must take into account behavior associated with both types of hydrate assemblages, metastable and stable.;Realistic time-temperature histories were also investigated based on field-scale concrete cast as part of this research project. It was found that volume change at early-age was dominantly controlled by thermal history. Furthermore, it was not simply the maximum temperature reached, but the rate of temperature rise during hydration and the resulting duration of time spent at high temperature that profoundly influenced volume change and property development. The research described in this dissertation represents a significant advancement of the state-of-knowledge of this unique material and has further elucidated the role of temperature during hydration of CACC.
机译:与普通硅酸盐水泥混凝土(OPCC)的知识库相比,尽管铝酸钙水泥混凝土(CACC)已有100多年的历史,但其信息却相对较少。特别缺乏与CACC的早期行为有关的知识,尤其是体积变化和开裂的可能性。为了评估这些早期特性,开发并使用了两种独特的设备:刚性开裂框架和自由变形框架,分别可以量化约束应力产生和自发自发变形。这两套设备均采用主动温度控制功能,可在对水泥样品进行水合时施加各种等温和实际温度条件。匹配固化的样品(即与框架相同的温度固化)可以量化机械性能的发展。;在离散的等温温度(最高30°C)下固化的样品在刚性裂纹框架中产生拉力,并在自由状态下表现出收缩现象变形框架。在高于30°C的温度下,情况恰恰相反,在约束试验中会产生明显的压缩力,而在无约束试验中会观察到膨胀。已经发现,这是与亚稳相(与收缩有关)和稳定相(由亚稳相向稳定相转变的结果而扩展)的形成有关的微观结构发展的直接结果。正确使用这种材料必须考虑到与两种水合物组合有关的行为,即亚稳和稳定。;作为研究项目的一部分,还根据现场浇铸的混凝土研究了真实的时温历史。发现早期的体积变化主要受热史控制。此外,不仅达到最高温度,而且水合过程中的温度上升速率以及在高温下所花费的持续时间深刻地影响了体积变化和性能发展。本文所描述的研究代表了这种独特材料的知识水平的重大进步,并进一步阐明了CACC水化过程中温度的作用。

著录项

  • 作者

    Ideker, Jason Henry.;

  • 作者单位

    The University of Texas at Austin.;

  • 授予单位 The University of Texas at Austin.;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 2009
  • 页码 319 p.
  • 总页数 319
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;
  • 关键词

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