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  • 标题:Experimental Study on Bendable Concrete
  • 本地全文:下载
  • 作者:Pavan S ; Pavan Kumar G ; Preetham M
  • 期刊名称:International Journal of Advances in Engineering and Management
  • 电子版ISSN:2395-5252
  • 出版年度:2020
  • 卷号:2
  • 期号:12
  • 页码:728-731
  • DOI:10.35629/5252-0212560574
  • 语种:English
  • 出版社:IJAEM JOURNAL
  • 摘要:Bendable Concrete also known as Engineered Cementitious Composites abbreviated as ECC is class of ultra- ductile fiber reinforced cementitious composites, characterized by high ductility and tight crack width control. This material is capable to exhibit considerably enhanced flexibility. An ECC has a strain capacity of more than 3 percent and thus acts more like a ductile metal rather than like a brittle glass. A bendable concrete is reinforced with micromechanically designed polymer fibres. The aim of this study is to investigate the hardened property (i.e. Flexural Test) of ECC by addition of ARGlass fibres in different proportion. The result is a moderately low fiber volume fraction(<2%) composite which shows extensive strain-hardening.
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