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Predicting carbonation service life of reinforced concrete beams reflecting distribution of carbonation zones

机译:预测碳化混凝土梁的碳酸化寿命反映碳化区分布

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摘要

Thoroughly understanding the influence of the distribution of carbonation zones, including the complete carbonation zones and the semi-carbonation zones with different pH ranges in load-free zone, tensile zone and compressive zone, respectively, on the carbonation service life of reinforced concrete beams under load effects remains important and should be further explored. In this study, the distribution of carbonation zones in a reinforced concrete beam under four-point bending is first investigated using theoretical analysis, and the carbonation zone widths in different zones under two stress levels are then calculated through numerical analysis, respectively. After comparing the predicted results with and without reflecting the distribution of carbonation zones, a calculating methodology for the carbonation service life of the reinforced concrete beam is put forward. The numerical and theoretical results show that the service life results considering the distribution of carbonation zones are lower than those without considering. It is also uncovered that using the width sum of the complete carbonation zone and the semi-carbonation zone with the pH value from 9.0 to 11.5 in tensile zone is the most conservative method to calculate the carbonation service life of reinforced concrete beams under load effects, whereas the service life values determined by the predicted results from the compressive zones and load-free zones with and without considering the semi-carbonation zone with the pH value from 9.0 to 11.5 are overstated. (C) 2020 Elsevier Ltd. All rights reserved.
机译:彻底了解碳化区分布的影响,包括完全碳化区和具有不同pH范围的半碳化区,分别在钢筋混凝土梁的碳酸化服务寿命下分别在无负载区内,拉伸区和压缩区。负荷效应仍然很重要,应该进一步探索。在本研究中,首先使用理论分析研究四点弯曲下的钢筋混凝土梁中的碳化区分布,然后通过数值分析计算两个应力水平下的不同区域的碳化区宽度。在比较预测结果和不反映碳化区的分布的情况下,提出了钢筋混凝土梁的碳化使用寿命的计算方法。数值和理论结果表明,考虑到碳化区分布的服务寿命结果低于未考虑的服务。还发现,使用完全碳化区的宽度和具有从9.0至11.5的抗拉区的pH值的宽度和是最守守的方法,可以在负载效应下计算钢筋混凝土梁的碳化使用寿命,然而,使用来自压缩区域和无负载区域的预测结果确定的使用寿命值,而不考虑从9.0至11.5的pH值的半碳酸化区域被夸大。 (c)2020 elestvier有限公司保留所有权利。

著录项

  • 来源
    《Construction and Building Materials》 |2020年第20期|119367.1-119367.7|共7页
  • 作者单位

    Southeast Univ Sch Mat Sci & Engn Nanjing 211189 Peoples R China|City Univ Hong Kong Dept Architecture & Civil Engn Hong Kong Peoples R China|Jiangsu Key Lab Construct Mat Nanjing 211189 Peoples R China|Jiangsu Collaborat Innovat Ctr Nanjing 211189 Peoples R China;

    Southeast Univ Sch Mat Sci & Engn Nanjing 211189 Peoples R China|Jiangsu Key Lab Construct Mat Nanjing 211189 Peoples R China|Jiangsu Collaborat Innovat Ctr Nanjing 211189 Peoples R China;

    City Univ Hong Kong Dept Architecture & Civil Engn Hong Kong Peoples R China;

  • 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

    Cement-based materials; Reinforced concrete beams; Steel corrosion; Carbonation; Carbonation zone; Service life;

    机译:基于水泥的材料;钢筋混凝土梁;钢腐蚀;碳化;碳化区;使用寿命;

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