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ASPECTS OF DURABILITY OF FIBER REINFORCED CONCRETE: WORKABILITY AND STRESS-CORROSION

机译:纤维增强混凝土的耐久性方面:可加工性和应力腐蚀

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This paper presents a study of the workability and stress-corrosion of some type of fiber reinforced concretes containing steel fibers and structural polymer fibers in order to check their influence on the workability and durability of products manufactured with these kinds of concretes. The study looks at the workability of fiber reinforced concretes containing different fiber percentages in comparison to a standard concrete without fibers. Deterioration due to stress-corrosion is assessed with the aid of an artificial aging system consisting of aggressive solutions (sulphates and chlorides) with a high gradient stress. The chemo-mechanical effects have been determined using non-destructive methods allowing the amount of their relevant effects over time. The study set out that polymer fibers produce more durable concretes than steel fibers.
机译:本文旨在研究某些包含钢纤维和结构聚合物纤维的纤维增强混凝土的可加工性和应力腐蚀,以检查它们对用此类混凝土生产的产品的可加工性和耐久性的影响。这项研究着眼于含纤维百分比不同的纤维增强混凝土与不含纤维的标准混凝土的可加工性。应力腐蚀引起的劣化可以通过人工时效系统进行评估,该系统由具有高梯度应力的侵蚀性溶液(硫酸盐和氯化物)组成。化学机械作用已经使用非破坏性方法确定,允许随着时间推移其相关作用的程度。该研究表明,聚合物纤维比钢纤维可生产出更耐用的混凝土。

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