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Advancing a comprehensive understanding of concrete durability.

机译:促进对混凝土耐久性的全面理解。

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摘要

The durability of concrete is vital to the health of our infrastructure and economy. Unfortunately, traditional, linear approaches to experimentation and specification have not provided a complete understanding and control of this complex material. This work seeks to further a comprehensive understanding of concrete durability through approaches including multi-variable mathematical modeling of premature deterioration, analysis of the microstructural changes of cement paste and mortar during freezing, and the development of quantitative computer models in parallel with actual experiments.; The first section includes a summary of the collection and analysis of data describing concrete pavements in a number of Midwestern states. This involves the development of a thorough survey, completion of that survey by local organizations, and the creation of a database from pooled data. Statistical analysis of that data reveals a number of statistically significant trends in a pavement's tendency to deteriorate. Statistically important variables include total alkali and sulfate content of the cementitious material, the presence of type C fly ash, ambient paving temperature, age, and permeability of the base course material.; In the second section, deformation mapping of cement paste during freezing illustrates the power and accuracy of this new technique. It also illustrates the effects of water/cement ratio, age, presence of aggregate, and repeated cycling on deformation during freezing. Finally, the increased resolution of this new technique allows for the identification of a number of new microstructural features of the freezing process.; Computer modeling closely mirrors the deformation analysis described above. Effects of water/cement ratio, age, and the presence of aggregate are all predicted by the models. Also, the trends and magnitude of bulk deformation predicted are very similar to measured results. Any differences can be attributed to the elastic nature of the models, as opposed to the inelastic nature of the experiments. This broad agreement of prediction and results serves to illustrate the power and accuracy of both the deformation mapping technique and computer models.
机译:混凝土的耐久性对我们基础设施的健康和经济至关重要。不幸的是,传统的线性实验方法和规范无法完全理解和控制这种复杂的材料。这项工作旨在通过包括过早劣化的多变量数学建模,分析水泥浆和砂浆在冷冻过程中的微观结构变化以及开发与实际实验并行的定量计算机模型等方法,进一步全面了解混凝土的耐久性。第一部分概述了中西部多个州的混凝土路面的数据收集和分析。这涉及到进行彻底的调查,由当地组织完成该调查以及从汇总数据创建数据库。对这些数据的统计分析揭示了路面恶化趋势的许多统计上显着的趋势。统计上重要的变量包括胶结材料的总碱和硫酸盐含量,C型粉煤灰的存在,环境摊铺温度,使用年限以及基层材料的渗透性。在第二部分中,水泥浆在冻结过程中的变形图说明了这项新技术的强大功能和准确性。它还说明了水/水泥比,使用年限,骨料的存在以及反复循环对冻结过程中变形的影响。最后,这项新技术的提高的分辨率允许识别冷冻过程的许多新的微观结构特征。计算机建模紧密反映了上述变形分析。模型预测了水灰比,年龄和骨料的存在。而且,预测的整体变形的趋势和大小与测量结果非常相似。任何差异都可以归因于模型的弹性性质,而不是实验的非弹性性质。预测和结果的广泛共识有助于说明变形映射技术和计算机模型的功能和准确性。

著录项

  • 作者

    Moss, Gates Minckler.;

  • 作者单位

    Northwestern University.;

  • 授予单位 Northwestern University.;
  • 学科 Engineering Materials Science.
  • 学位 Ph.D.
  • 年度 1998
  • 页码 180 p.
  • 总页数 180
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 工程材料学;
  • 关键词

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