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首页|期刊导航|东南大学学报(自然科学版)|基于灌浆套管连接的装配式钢管混凝土柱-UHPC环梁节点抗震性能研究

基于灌浆套管连接的装配式钢管混凝土柱-UHPC环梁节点抗震性能研究

黄振宇 马熙艨 韩世文 周英武

东南大学学报(自然科学版)2026,Vol.56Issue(8):1156-1167,12.
东南大学学报(自然科学版)2026,Vol.56Issue(8):1156-1167,12.DOI:10.3969/j.issn.1001-0505.2026.08.007

基于灌浆套管连接的装配式钢管混凝土柱-UHPC环梁节点抗震性能研究

Study on seismic performance of prefabricated concrete-filled steel tube column-UHPC ring beam joints using grouted sleeve connections

黄振宇 1马熙艨 2韩世文 3周英武2

作者信息

  • 1. 深圳大学广东省滨海土木工程耐久性重点实验室,深圳 518060||暨南大学力学与建筑工程学院,广州 510632
  • 2. 深圳大学广东省滨海土木工程耐久性重点实验室,深圳 518060
  • 3. 香港大学土木工程系,香港 999077
  • 折叠

摘要

Abstract

To address the complex structure and casting challenges of the conventional concrete-filled steel tube(CFST)column-ring beam joint,a new prefabricated CFST column-ultra-high-performance concrete(UHPC)ring beam joint with grouted sleeve connections was proposed.Low-cycle reversed loading tests were conducted to evaluate the influence of axial compression ratio and ring beam concrete type on joint perfor-mance,with comparisons to the conventional monolithic joint.A finite element model was established and verified by experiments,and parametric analysis was performed.Results show that the new type of joint exhib-its two main failure modes:shear failure in the ring beam region concrete and plastic hinge failure at the beam end(steel profile cut-off region).The hysteretic performance of the proposed joint is comparable to the con-ventional joint.The use of UHPC instead of normal concrete effectively prevents shear failure in the ring beam.Increasing the axial compression ratio reduces hysteretic performance and ductility of the joint.The nu-merical simulation results are in good agreement with the experimental results,and the parametric analysis re-veals the effect of beam reinforcement ratio,ring beam concrete type,and axial compression ratio on the hys-teretic performance of the joint.The findings provide technical support for the safety design of this type of joint.

关键词

装配式结构/环梁节点/超高性能混凝土(UHPC)/灌浆套管连接/抗震性能

Key words

prefabricated structure/ring beam joint/ultra-high-performance concrete(UHPC)/grouted sleeve connection/seismic performance

分类

建筑与水利

引用本文复制引用

黄振宇,马熙艨,韩世文,周英武..基于灌浆套管连接的装配式钢管混凝土柱-UHPC环梁节点抗震性能研究[J].东南大学学报(自然科学版),2026,56(8):1156-1167,12.

基金项目

国家自然科学基金面上资助项目(51978407) (51978407)

广东省杰出青年基金资助项目(2022B1515020037) (2022B1515020037)

深圳市基础研究资助项目(面上项目)(JCYJ20240813143019025,JCYJ20250527081858003) (面上项目)

中央科研业务费人才科研启动专项资助项目(12826086). (12826086)

东南大学学报(自然科学版)

1001-0505

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