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Predicting early-age thermal behavior of mass concrete for bridge foundations.

机译:预测桥梁基础大体积混凝土的早期热行为。

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摘要

Large volume concrete continues to present increasing concern in the construction of bridges. Due to the increased heat generation during massive concrete foundation construction, the concern for cracking, resulting from thermal contraction, is increased. To reduce the thermal cracking potential and ensure the safety and durability of the foundation structure, several practices are utilized, such as using low heat generating cement, proper insulation, cooling pipes and so forth.;The objectives of this research are to explore the current available early age mass concrete thermal analysis software packages and provide recommendations for mass concrete construction practices. Currently, there are several computer software packages capable of evaluating the early age development of concrete. 4C Temp&Stress, which is discussed in detail in this study, is a user friendly and flexible software package capable of analyzing mass concrete structures.;The sensitivity study results of using 4C Temp&Stress indicate that a reduced least dimension, extended for removal time, and reduced fresh placement temperature could reduce the maximum temperature and decrease cracking potential. Current insulation and formwork materials and practices are confirmed to be to a practical approach in mass concrete construction. The recommended layout and dimensions of post cooling systems will be discussed to provide the most efficiency cooling system. Besides these, other methods and strategies are investigated in case study for controlling the thermal cracking of massive concrete placements.;The findings of this study also indicate relationship between maximum temperature difference and maximum tensile stress/strength ratio at different time interval, and between the concrete maximum temperature and maximum temperature difference with the fresh placement temperature of the concrete and the depth of concrete for a specific mix design in mass concrete projects. The models allow contractors, or the Iowa Department of Transportation (Iowa DOT) to roughly estimate the thermal behavior and cracking potential.
机译:大体积混凝土在桥梁的建造中继续引起越来越多的关注。由于在大型混凝土基础施工过程中产生的热量增加,由热收缩引起的开裂问题也增加了。为了降低热裂的可能性并确保基础结构的安全性和耐用性,采用了多种做法,例如使用低热量的水泥,适当的保温材料,冷却管等。可用的早期大体积混凝土热分析软件包,并提供有关大体积混凝土施工实践的建议。当前,有几种计算机软件包能够评估混凝土的早期发展。在本研究中详细讨论的4C Temp&Stress是一种用户友好且灵活的软件包,能够分析大体积混凝土结构。;使用4C Temp&Stress的敏感性研究结果表明,最小尺寸减小了,去除时间延长了,并且减小了新的放置温度可能会降低最高温度并降低开裂的可能性。目前的绝缘和模板材料及实践已被证实是大体积混凝土施工中的一种实用方法。将讨论推荐的后冷却系统布局和尺寸,以提供效率最高的冷却系统。除此之外,还研究了其他方法和策略,以控制大体积混凝土浇筑的热裂。案例研究结果还表明,在不同的时间间隔内,最大温差与最大拉伸应力/强度比之间存在关系。混凝土的最高温度和最大温差与混凝土的新浇筑温度和混凝土深度有关,适用于大体积混凝土项目中的特定配合比设计。该模型允许承包商或爱荷华州运输部(Iowa DOT)粗略估算热行为和开裂可能性。

著录项

  • 作者

    Li, Jinxin.;

  • 作者单位

    Iowa State University.;

  • 授予单位 Iowa State University.;
  • 学科 Engineering Civil.
  • 学位 M.S.
  • 年度 2012
  • 页码 281 p.
  • 总页数 281
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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