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圆台形大空心率中空夹层钢管混凝土构件压扭性能研究

邓然 周绪红 王宇航 冀卫东 文浩

建筑结构学报2024,Vol.45Issue(3):136-147,12.
建筑结构学报2024,Vol.45Issue(3):136-147,12.DOI:10.14006/j.jzjgxb.2023.0027

圆台形大空心率中空夹层钢管混凝土构件压扭性能研究

Compression-torsion behavior of tapered concrete-filled double-skin steel tubular members with large hollow ratio

邓然 1周绪红 2王宇航 2冀卫东 3文浩3

作者信息

  • 1. 重庆大学土木工程学院,重庆 400045||香港理工大学土木及环境工程学系,香港 999077
  • 2. 重庆大学土木工程学院,重庆 400045
  • 3. 金风科创风电设备有限公司,北京 100176
  • 折叠

摘要

Abstract

Tapered concrete-filled double-skin steel tubular members with a large hollow ratio(TLHR-CFDST)are a new variation of concrete-filled double-skin steel tubular members(CFDST).In engineering practice,TLHR-CFDST members are often subjected to combined compression-torsional loads.To study the coupled compression-torsion behavior of TLHR-CFDST members,6 specimens were designed and tested.The examined parameters in the test included the tapered angle,the hollow ratio and the axial compressive ratio.A finite element(FE)model was established to analyse the working mechanism and parameter effects of the member.The results show that the member mainly fails in the upper sections.The torsional stiffness and the torsional capacity of the member decrease when the tapered angle increases whilst the effect of the hollow ratio on the torsional capacity is not significant.The member has good ductility when the axial compressive ratio is less than 0.4,whereas the torque-torsional angle curve shows a considerable descending branch when the axial compressive ratio exceeds 0.4.Under the confinement of the steel tube,concrete can continue to resist the torsional load after cracking.The compression-torsion capacity correlations of TLHR-CFDST members are similar under different parameters.A design method was proposed to predict the ultimate capacity of the TLHR-CFDST member under combined compression-torsional loads.The predicted bearing capacities agree well with the tested data and the simulated results.

关键词

中空夹层钢管混凝土构件/锥角/大空心率/复合荷载作用/静力试验/有限元分析/压扭性能

Key words

concrete-filled double-skin steel tubular member/tapered angle/large hollow ratio/combined loads/static test/FEA/compression-torsion behavior

分类

建筑与水利

引用本文复制引用

邓然,周绪红,王宇航,冀卫东,文浩..圆台形大空心率中空夹层钢管混凝土构件压扭性能研究[J].建筑结构学报,2024,45(3):136-147,12.

基金项目

国家自然科学基金项目(52278144,52308212),中央高校基本科研业务费专项(2022CDJQY-009). (52278144,52308212)

建筑结构学报

OA北大核心CSTPCD

1000-6869

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