混凝土炭化过程中钢筋混凝土构件和结构使用寿命的随机评估方法

IF 0.3 Q4 ENGINEERING, MULTIDISCIPLINARY
S. Osipov, V. M. Chik
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引用次数: 1

摘要

现有的确定结构使用寿命的确定性模型没有充分考虑到影响结构使用寿命的各种因素,也没有充分考虑到所使用的天然材料和制造建筑产品的条件的随机性,以及在设计和施工过程中可能出现的误差等。在统计方法的帮助下,考虑到过程的概率本质,可以获得更可靠的方法来确定结构在未来一段时间内的破坏过程的寿命和增长率。本文在现有的各种类型钢筋混凝土结构中给定指标变化的实验和计算数据的基础上,提出了一种评估混凝土保护层碳化深度增长变化率的钢筋混凝土结构使用寿命概率分析方法。由于计算中使用了不同数量的基本变量,现有的结构寿命确定方法的可变性首先得到了证明。对混凝土保护层中碳化深度参数的数据进行了随机处理,这种处理使确定变化率成为可能,从而可以评估具有相似特征并在类似条件下运行的钢筋混凝土结构的预期使用寿命。统计指标的明确不均匀性已经确立,证明有必要增加所调查特征的数据积累,并更彻底地执行其处理。在对现有数据进行统计评估的基础上,建立了将混凝土抗渗性作为决定其寿命的主要因素的权宜之计。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
On Stochastic Approach to Evaluation of Service Life for Reinforced Concrete Constructional Elements and Structures during Concrete Carbonization
The currently existing deterministic models for determination of structure service life do not take into account to the full extent variety of factors that have an effect on them and also stochastic characteristics of the used natural materials and conditions for manufacturing construction products, possible errors during the process of designing and construction etc. More trustworthy approach determining longevity and growth rate of destruction processes for structures in future periods can be obtained with the help of statistic methods that take into account a probabilistic essence of the process. The paper presents a possible approach of the probabilistic analysis on reinforced concrete structure service life while assessing rates of variation in depth growth of carbonization in a concrete protective layer on the basis of the existing experimental and calculated data pertaining to changes of the given index in reinforced concrete structures of various types. Variability of the existing approaches for determination of structure longevity as a whole has been shown firstly due to various number of basic vаriables used in calculations. Stochastic processing of the data on parameters of carbonization depth in the concrete protective layer has been carried out and this processing has made it possible to determine variation rates which allow to assess the presupposed service life of reinforced concrete structures having similar characteristics and being operated under analogous conditions. A definitive non-uniformity in statistic indices has been established that testifies about the necessity to increase accumulation of data on the investigated characteristics and to execute its processing more thoroughly. An expedience in usage of a concrete impermeability as a main factor determining its longevity has been established on the basis of statistical assessment of the existing data.
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来源期刊
Science & Technique
Science & Technique ENGINEERING, MULTIDISCIPLINARY-
自引率
50.00%
发文量
47
审稿时长
8 weeks
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