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Mechanical behavior of circular and square concrete filled steel tube stub columns under local compression

机译:圆形和方形钢管混凝土短柱的局部受压力学性能

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摘要

This paper presents a combined experimental and numerical study on the behavior of both circular and square concrete-filled steel tube (CFT) stub columns under local compression. Twelve circular and eight square CFT stub columns were tested to study their bearing capacity and the key influential parameters. A 3D finite element model was established for simulation and parametric study to investigate the structural behavior of the stub columns. The numerical results agreed well with the experimental results. In addition, analytical formulas were proposed to calculate the load bearing capacity of CFT stub columns under local compression. (C) 2015 Elsevier Ltd. All rights reserved.
机译:本文对圆形和方形钢管混凝土(CFT)短柱在局部压缩下的性状进行了组合的实验和数值研究。测试了十二个圆形和八个方形CFT短管柱,以研究其承载力和关键影响参数。建立了3D有限元模型用于仿真和参数研究,以研究短柱的结构行为。数值结果与实验结果吻合良好。此外,提出了用于计算局部受压情况下CFT短柱的承载力的解析公式。 (C)2015 Elsevier Ltd.保留所有权利。

著录项

  • 来源
    《Thin-Walled Structures》 |2015年第9期|155-166|共12页
  • 作者单位

    Cent S Univ, Sch Civil Engn, Changsha 410075, Hunan, Peoples R China;

    Cent S Univ, Sch Civil Engn, Changsha 410075, Hunan, Peoples R China;

    Queensland Univ Technol, Sch Civil Engn & Built Environm, Brisbane, Qld 4001, Australia;

    Cent S Univ, Sch Civil Engn, Changsha 410075, Hunan, Peoples R China|Natl Engn Lab High Speed Railway Construct, Changsha 410075, Hunan, Peoples R China;

    Cent S Univ, Sch Civil Engn, Changsha 410075, Hunan, 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

    Concrete filled steel tube; Local compression; Finite element; Ultimate bearing capacity;

    机译:钢管混凝土;局部受压;有限元;极限承载力;

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