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Circular hybrid double-skin tubular columns with a stiffener-reinforced steel inner tube and a large-rupture-strain FRP outer tube: Compressive behavior

机译:具有加强钢筋内管的圆形混合式双皮管柱和大破裂菌株FRP外管:压缩行为

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摘要

A typical fiber-reinforced polymer (FRP)-concrete-steel double-skin tubular column (DSTC) consists of an FRP outer tube, a hollow steel inner tube and an annular concrete in-fill in between. The existing studies on DSTCs in the past decade have generally confirmed the good structural performance of such column form, while it is worth noting that the possible in-ward buckling of the steel tubes in DSTCs is still a problem to be addressed, especially when DSTCs are subjected to large axial deformation. Against this background, a variation form of DSTCs called R-DSTCs has been recently developed by the authors. An R-DSTC is a DSTC in which the steel inner tube is reinforced by vertical stiffeners on the outer surface and the FRP outer tube can be circular, square or rectangular. The present paper presents the first ever experimental study on the compressive behavior of circular R-DSTCs which is the most common form of DSTCs. For the circular R-DSTC specimens tested in the present study, the outer tubes are made of a type of large-rupture-strain FRP. The vertical stiffeners on the steel inner tube are expected to delay or restrain the inward buckling of the steel tube, and the large-rupture-strain FRP outer tube makes possible a relatively large axial deformation of the specimen. In total, two DSTC specimens, twelve R-DSTC specimens and three bare steel tubes with/without stiffeners were tested, with the studied parameters covering the quantity, the dimensions and the shape of the stiffeners and the thickness of the FRP outer tube. The test results showed that R-DSTC specimens had a much better performance than the corresponding DSTC specimens in terms of both axial loading capacity and ductility, due to the existence of vertical stiffeners on the steel inner tube of R-DSTCs. The effects of the vertical stiffener-related parameters on the compressive behavior of R-DSTC specimens were also carefully examined and discussed in details.
机译:典型的纤维增强聚合物(FRP) - 螺旋双皮管(DSTC)由FRP外管,空心钢内管和环形混凝土填充。过去十年的现行DSTC研究普遍证实了这种柱形的良好结构性能,但值得注意的是,DSTC中钢管的可能导管屈曲仍然是一个问题,特别是当DSTC时受到大的轴向变形。在此背景下,作者最近开发了一种名为R-DSTCS的DSTC的变化形式。 R-DSTC是DSTC,其中钢内管通过外表面上的垂直加强件加强,FRP外管可以是圆形的,方形或矩形的。本文介绍了圆形R-DSTC的压缩行为的第一个试验研究,这是最常见的DSTC形式。对于在本研究中测试的圆形R-DSTC样本,外管由一种大型破裂 - 菌株FRP制成。钢内管上的垂直加强件预计会延迟或抑制钢管的向内屈曲,并且大破裂菌株FRP外管可以使样品相对大的轴向变形。总共有两个DSTC标本,12个R-DSTC标本和三个裸钢管和带有加强筋的三个裸钢管进行了测试,研究参数覆盖了加强件的数量,尺寸和形状和FRP外管的厚度。试验结果表明,由于R-DSTC的钢内管的垂直加强件存在,R-DSTC标本在轴向负载能力和延展性方面具有比相应的DSTC标本更好的性能。垂直加强筋相关参数对R-DSTC标本的压缩行为的影响也仔细检查并详细讨论。

著录项

  • 来源
    《Thin-Walled Structures》 |2020年第10期|106946.1-106946.13|共13页
  • 作者单位

    Univ Wollongong Sch Civil Min & Environm Engn Fac Engn & Informat Sci Keiraville NSW Australia;

    Huazhong Univ Sci & Technol Sch Civil Engn & Mech Wuhan Peoples R China;

    Univ Wollongong Sch Civil Min & Environm Engn Fac Engn & Informat Sci Keiraville NSW Australia|Hong Kong Polytech Univ Dept Civil & Environm Engn Hung Hom Kowloon Hong Kong Peoples R China;

    Hong Kong Polytech Univ Dept Civil & Environm Engn Hung Hom Kowloon Hong Kong Peoples R China;

  • 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

    FRP; Steel tube; Confined concrete; Double-skin; Tubular column; Stiffener; Local buckling; Large rupture strain;

    机译:FRP;钢管;密闭混凝土;双皮;管状柱;加强件;局部屈曲;大破裂应变;

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