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Testing and modelling chloride penetration into concrete

机译:测试和模拟氯化物渗入混凝土的情况

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摘要

The design of concrete structures is usually made by means of a performance approach based on strength tests carried out following testing conditions agreed by convention. A similar approach should also be followed in the case of durability design regarding reinforcement corrosion. This type of consideration enables the establishment of verification of durability in categories. Three categories have been identified: (Ⅰ) it would be the prescriptive method already given in present codes based on "deemed-to-satisfy" rules, (Ⅱ) this is based in the testing through "durability indicators" that where still not quantification of the time to reach a limit state is explicit but the minimum life time is assured through performance based tests, (Ⅲ) it is the category in which the calculation of aggressive ingress through models having explicit the time is made including probabilistic treatments. In the paper in addition to the comment on the most common methods of calculation of the chloride ingress and their limitations it is illustrated how for level Ⅱ and Ⅲ the measurement of the electrical resistivity results a very suitable proposal due to this parameter can be measured in a non-destructive test and serves to quality control. It is not only a performance test (level Ⅱ) but it can be included in models of both the initiation and propagation periods. For the time to corrosion onset, the electrical resistivity represents the porosity and its connectivity and therefore can be used to model transport processes. It also results very suitable for measuring concrete aging and then accounting for the reduction of the diffusion coefficient with time. Concerning the propagation period, the electrical resistivity is an indication of the moisture content of concrete and therefore, it has a certain relationship with the corrosion cement. A model is proposed in which the resistivity is introduced in the square root of time law. Finally the paper comments on the tests methods used for the measurement of the diffusion coefficient and of resistivity.
机译:混凝土结构的设计通常是根据性能测试方法进行的,该方法基于强度测试,该测试遵循惯例中约定的测试条件。在关于加强腐蚀的耐久性设计的情况下,也应采用类似的方法。这种考虑可以建立耐用性验证类别。确定了三个类别:(Ⅰ)这是当前代码中已经基于“视为满意”规则给出的说明性方法;(Ⅱ)这是通过“耐用性指标”进行的测试中仍然没有量化的方法达到极限状态的时间是明确的,但通过基于性能的测试可以确保最短寿命。(Ⅲ)是通过具有明确时间的模型(包括概率处理)来计算主动进入的类别。在本文中,除了对最常用的氯化物进入量的计算方法及其局限性的评论外,还说明了对于Ⅱ级和Ⅲ级如何测量电阻率是一个非常合适的建议,因为该参数可以通过测量无损检测,并用于质量控制。它不仅是一项性能测试(Ⅱ级),而且可以包含在启动和传播周期的模型中。对于腐蚀开始的时间,电阻率表示孔隙率及其连通性,因此可用于模拟运输过程。结果也非常适合测量混凝土老化,然后考虑扩散系数随时间的降低。关于传播时间,电阻率是混凝土含水量的指标,因此,它与腐蚀水泥有一定关系。提出了一种将电阻率引入时间定律平方根的模型。最后,本文对用于测量扩散系数和电阻率的测试方法进行了评论。

著录项

  • 来源
    《Construction and Building Materials》 |2013年第2期|9-18|共10页
  • 作者单位

    CISDEM: Center for the Safety and Durability of Structures and Materials, CS1C-UPM, Serrano Calvache 4, Madrid, Spain Institute of Construction Sciences, 'Eduardo Torroja', CSIC, Spain;

    CISDEM: Center for the Safety and Durability of Structures and Materials, CS1C-UPM, Serrano Calvache 4, Madrid, Spain Institute of Construction Sciences, 'Eduardo Torroja', CSIC, Spain;

    CISDEM: Center for the Safety and Durability of Structures and Materials, CS1C-UPM, Serrano Calvache 4, Madrid, Spain Institute of Construction Sciences, 'Eduardo Torroja', CSIC, Spain;

    CISDEM: Center for the Safety and Durability of Structures and Materials, CS1C-UPM, Serrano Calvache 4, Madrid, Spain Institute of Construction Sciences, 'Eduardo Torroja', CSIC, Spain;

    CISDEM: Center for the Safety and Durability of Structures and Materials, CS1C-UPM, Serrano Calvache 4, Madrid, Spain Institute of Construction Sciences, 'Eduardo Torroja', CSIC, Spain;

  • 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

    concrete chloride; tests; models;

    机译:混凝土氯化物;测试;楷模;

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