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Stress-strain behaviour of confined Geopolymer concrete

机译:约束地质聚合物混凝土的应力应变特性

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摘要

Fly ash based Geopolymer concrete (GPC) is an environment friendly alternative to conventional concrete made from alkali activated aluminosilicate and aggregate. This study intends to examine the effects of confinement on the behaviour of GPC and conventional Portland Cement Concrete (PCC). Out of the 36 cylinders tested under monotonic loading 24 cylinders were made with GPC and the remaining with PCC. The variable considered in this study is the volumetric ratio of confinement. An analytical model is proposed for the stress-strain behaviour of confined GPC. The results showed that confinement reinforcement greatly improved the strength and ductility of GPC than PCC.
机译:粉煤灰基地聚合物混凝土(GPC)是由碱活化硅铝酸盐和骨料制成的传统混凝土的环保替代品。这项研究旨在检查限制对GPC和常规波特兰水泥混凝土(PCC)行为的影响。在单调载荷下测试的36个气瓶中,有24个气瓶由GPC制造,其余由PCC制造。在这项研究中考虑的变量是约束的体积比。提出了密闭GPC应力应变行为的解析模型。结果表明,与PCC相比,约束加固大大提高了GPC的强度和延展性。

著录项

  • 来源
    《Construction and Building Materials》 |2014年第30期|326-331|共6页
  • 作者单位

    Department of Civil Engineering, National Institute of Technology Calicut (NITC), Kerala, India;

    Department of Civil Engineering, College of Engineering Trivandrum (CET), Kerala, India;

    Department of Civil Engineering, College of Engineering Trivandrum (CET), Kerala, India;

    Department of Civil Engineering, College of Engineering Trivandrum (CET), Kerala, India;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Geopolymer; Fly ash; Alkali-activated cement; Confinement;

    机译:地聚合物粉煤灰;碱活化水泥;禁闭;

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