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ELEVATING FRC MATERIAL DUCTILITY TO INFRASTRUCTURE DURABILITY

机译:提高FRC材料延展性对基础设施耐用性

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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。缺乏混凝土基础设施的耐用性是一个公认的担忧。纤维钢筋混凝土(FRC)的研究往往解决了物质脆性问题。然而,通常忽略了将FRC的延展性改善的延性的翻译经常被忽视。本文探讨了将高性能纤维增强混凝土(HPFRCC)材料(HPFRCC)材料的延展性提升到增强HPFRCC(R / HPFRCC)结构元素的提高耐久性的概念。特殊焦点放在R / HPFRCC元素的两级保护中。第一级涉及通过HPFRCC覆盖通过裂缝宽度控制控制侵蚀性药剂的进入,从而降低钢筋的腐蚀速率。第二级涉及与腐蚀钢筋加强杆的膨胀相关的倒置抗剥落。提出了支持这两种保护水平的实验结果。建议,某些HPFRCC具有高延展性的独特特性,常规混凝土的数百倍可以有效地提高基础设施耐用性。

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