Hysteretic behavior of special-shaped multi-cell concrete-filled steel tube under reciprocating axial compression

YIN Fei; XUE Suduo; CAO Wanlin; DONG Hongying; WU Haipeng

doi:10.11918/j.issn.0367-6234.201902094

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Hysteretic behavior of special-shaped multi-cell concrete-filled steel tube under reciprocating axial compression

更新时间：2026-10-04

- Hysteretic behavior of special-shaped multi-cell concrete-filled steel tube under reciprocating axial compression
- Vol. 51, Issue 12, Pages: 94-103(2019)
- 作者机构：
  
  北京工业大学建筑工程学院,北京,100124
- 作者简介：
- 基金信息：
- DOI：10.11918/j.issn.0367-6234.201902094
  CLC： TU398.9;TU317.1
- Published：2019
- 稿件说明：
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YIN Fei, XUE Suduo, CAO Wanlin, et al. Hysteretic behavior of special-shaped multi-cell concrete-filled steel tube under reciprocating axial compression[J]. 2019, 51(12): 94-103.
DOI：

YIN Fei, XUE Suduo, CAO Wanlin, et al. Hysteretic behavior of special-shaped multi-cell concrete-filled steel tube under reciprocating axial compression[J]. 2019, 51(12): 94-103. DOI： 10.11918/j.issn.0367-6234.201902094.

摘要

为研究内置钢筋笼及内置圆钢管对异形多腔钢管混凝土柱在往复轴压作用下受力性能的影响

进行了3个以Z15大厦为原型的大尺寸异形多腔钢管混凝土柱试件的往复轴压试验

分析了各试件的损伤演化、加卸载全曲线、骨架曲线、承载能力、变形能力、刚度及刚度退化、累积耗能及应变

并采用多国规范对3个试件进行了轴压承载力计算.结果表明:内置钢筋笼能够有效提高试件初始刚度及承载能力；内置圆钢管能够进一步提高试件初始刚度和承载力

且能够显著提高试件的延性、累积耗能能力及后期工作性能；采用各国规范计算得到的承载力结果

因均未考虑横隔板的作用及内外钢板不同的屈服机理

均显著小于试验值。因此需要进一步研究适用于多腔钢管混凝土柱的承载力计算方法

同时

建议实际工程中内置圆钢管来提高异形多腔钢管混凝土柱性能.

Abstract

To investigate the influence of reinforcement cages and circular steel tube on special-shaped multi-cell concrete-filled steel tube (SMCFST) under reciprocating axial load

three large-size specimens were designed based on Z15 tower. The failure model

load-deformation curves

skeleton curves

bearing capacity

deformation capacity

stiffness degeneration

cumulative energy dissipation

and strain of the specimens were analyzed. Codes of different nations were utilized to calculate the bearing capacity of the specimens. The results shown that the reinforcement cages could enhance the initial stiffness and bearing capacity of the specimens. The circular steel tube could further improve the initial stiffness and bearing capacity

as well as significantly enhance the ductility

cumulative energy dissipation

and the behavior of the specimens at the later stage. Moreover

since the codes ignored the effect of horizontal diaphragms and the different buckling mechanisms between inner steel plate and outer steel plate

the calculation results were significantly lower than the experimental results. Therefore

it was necessary to further investigate the calculation method of the multi-cell concrete-filled steel tube. The circular steel tube was suggested to be used in buildings to improve the axial compression behavior of the special-shaped multi-cell concrete-filled steel tube.

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