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ELEVATING FRC MATERIAL DUCTILITY TO INFRASTRUCTURE DURABILITY

机译:提升FRC材料的延展性以提高基础设施的耐久性

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摘要

Concrete is a brittle material. The lack of durability of concrete infrastructure has been a recognized concern. Research in fiber reinforced concrete (FRC) often addresses the issue of material brittleness. However, the translation of improved ductility of FRC into infrastructure durability is often overlooked. This paper explores the concept of elevating the ductility of high performance fiber reinforced concretes (HPFRCC) material to the improved durability of reinforced HPFRCC (R/HPFRCC) structural elements. Special focus is placed on two levels of protection of R/HPFRCC elements. The first level involves the control of ingress of aggressive agents through the HPFRCC cover via crack width control, thereby reducing the rate of corrosion of the rebar. The second level involves the resistance to spalling associated with expansion of corroding steel reinforcing bars. Experimental results supporting both levels of protection are presented. It is suggested that the unique characteristics of certain HPFRCC with high ductility several hundred times that of normal concrete can serve to effectively enhance infrastructure durability.
机译:混凝土是一种脆性材料。混凝土基础设施缺乏耐久性已成为公认的问题。纤维增强混凝土(FRC)的研究通常解决材料脆性的问题。但是,人们常常忽视了将FRC的延展性提高到基础设施耐久性的转变。本文探讨了将高性能纤维增强混凝土(HPFRCC)材料的延展性提高到增强型HPFRCC(R / HPFRCC)结构元件的耐久性的概念。特别关注R / HPFRCC元素的两个保护级别。第一级涉及通过裂缝宽度控制来控制侵蚀剂通过HPFRCC覆盖层的进入,从而降低钢筋的腐蚀速率。第二个级别涉及到抗剥落性,该剥落性与腐蚀的钢筋膨胀有关。提出了支持两种保护级别的实验结果。建议某些具有高延展性的HPFRCC的独特特性是普通混凝土的几百倍,可以有效地提高基础设施的耐久性。

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