State-of-the-Art review of Synthetic Fibres as Shear Reinforcement in Concrete Elements

IF 0.1 Q4 ENGINEERING, CIVIL Hormigon y Acero Pub Date : 2023-03-16 DOI:10.33586/hya.2023.3106
Juan Navarro-Gregori
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Abstract

Shear failure is considered one of the most critical modes of failure in concrete structures, especially for those elements without shear reinforcement. In the last sixty years, the research community has shown much interest to solve this problem. In fact, since the 80's years, the use of fibres dispersed in the matrix as shear reinforcement has been explored as an alternative of traditional reinforcement. Several investigations have shown that the addition of fibres in correct proportions, enhances the shear behaviour in concrete elements with and without shear reinforcement. Most of this knowledge has been built using steel fibres. However, macro-synthetic fibres have also been introduced for structural applications in concrete. Some recent publications have reported the success of macro-synthetic fibres to be used as shear reinforcement in structural elements. Within this framework, the present paper aims to review the existing literature about the use of synthetic fibres as shear reinforcement in structural concrete elements.
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合成纤维作为混凝土构件抗剪钢筋的研究进展
剪切破坏被认为是混凝土结构中最关键的破坏形式之一,特别是对于那些没有剪切钢筋的构件。在过去的60年里,研究界对解决这个问题表现出了极大的兴趣。事实上,自80年代以来,分散在基质中的纤维作为抗剪加固已经被探索作为传统加固的替代方案。几项研究表明,以正确的比例添加纤维,增强了混凝土构件的剪切性能,有和没有剪切钢筋。这些知识大多是用钢纤维建立起来的。然而,宏观合成纤维也被引入混凝土结构应用。最近的一些出版物报道了宏观合成纤维在结构元件中用作剪切增强材料的成功。在这个框架内,本文的目的是审查现有的文献关于使用合成纤维作为抗剪钢筋在结构混凝土元件。
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来源期刊
Hormigon y Acero
Hormigon y Acero ENGINEERING, CIVIL-
CiteScore
0.50
自引率
0.00%
发文量
4
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