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Probabilistic evaluation of concrete durability subject to accelerated decay by salt crystallization

机译:盐结晶加速腐烂的混凝土耐久性的概率评估

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摘要

Abstract. Physical and chemical attack, caused by external environment factors, such as humidity, temperature and the presence of salts, and also by the concrete characteristics, such as porosity and the mix design, may develop alterations in the components of the concrete (cement and aggregates). These changes are manifested by the erosion or the expansion of the surface,causing a progressive decrease of the mechanical strength of the structure which adversely affects its stability.. To investigate the decay caused by the presence of sulphates in concrete structures, durability tests were carried out on concrete specimens in accordance to RILEM Recommendation MS-A1.The decay caused by salt crystallization was quantified through a laser-triangulation CMOS-CCD profilometer and its development over time was modelled through an appropriate probabilistic model.
机译:抽象。由外部环境因素(例如湿度,温度和盐分的存在)以及混凝土特性(例如孔隙率和配合比设计)引起的物理和化学侵蚀可能会导致混凝土成分(水泥和集料)的变化)。这些变化表现为表面的腐蚀或膨胀,导致结构的机械强度逐渐下降,从而对结构的稳定性产生不利影响。为了研究混凝土结构中硫酸盐的存在引起的衰减,进行了耐久性测试根据RILEM建议MS-A1在混凝土样品上进行分析。盐结晶引起的衰减通过激光三角测量CMOS-CCD轮廓仪进行定量,并通过适当的概率模型对随时间的发展进行建模。

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