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Influence of Concrete Compressive Strength on the Arching Behaviour of Reinforced Concrete Beam Assemblages

机译:混凝土抗压强度对拱形行为的影响 钢筋混凝土梁组合

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摘要

The influence of concrete compressive strength on the loading capacity of purely flexural RC members is minor; however, the beneficial effect of concrete compressive strength on the ultimate loading capacity of axially restrained RC beams can be fairly significant due to development of compressive arch action. Accordingly, in this study, six 2/5th scale restrained RC beam assemblages with various concrete compressive strength (ranging from 18 MPa to 67 MPa) and two different longitudinal steel b
机译:混凝土抗压强度对纯弯曲RC成员的负载能力的影响;然而,由于压缩弓动作的发展,混凝土抗压强度对轴向抑制的RC光束的最终负载能力的有益效果可能是相当显着的。因此,在本研究中,六个2/5尺度限制了RC束组件,具有各种混凝土抗压强度(从18MPa到67MPa的范围)和两个不同的纵向钢B

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  • 来源
    《Advances in Structural Engineering》 |2015年第8期|1199-1214|共16页
  • 作者单位

    Univ New S Wales Ctr Infrastruct Engn & Safety Sch Civil End Environm Engn Sydney NSW Australia.;

    Univ Technol Sydney Ctr Built Infrastruct Res Sch Civil End Environm Engn Sydney NSW 2007 Australia.;

    Univ New S Wales Ctr Infrastruct Engn & Safety Sch Civil End Environm Engn Sydney NSW Australia.;

    Univ Technol Sydney Ctr Built Infrastruct Res Sch Civil End Environm Engn Sydney NSW 2007 Australia.;

  • 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

    arch action; column loss; nonlinearity; restrained concrete beams; strain localisation;

    机译:拱门动作;柱损失;非线性;限制混凝土梁;应变定位;

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