东南大学学报（自然科学版）2026，Vol.56Issue(1)：52-60,9.DOI:10.3969/j.issn.1001-0505.2026.01.006
新型波纹钢管型钢混凝土柱-钢梁节点抗震性能研究
Research on seismic behaviour of steel-reinforced concrete-filled corrugated steel tubular column-steel beam joints
摘要
Abstract
A new type of beam-column joints was developed to address the connection issue between steel-reinforced concrete-filled corrugated tubular columns and steel beams.Through two scaled model experi-ments,the failure modes and hysteresis characteristics of this new joint were analyzed.The corresponding fi-nite element(FE)models were established and validated.The effects of the thicknesses of the arc plates and the size and thicknesses of the inner steel ring plates on the failure mode and shear bearing capacity were clari-fied.Based on the results of theoretical and FE results,a calculation method for the shear bearing capacity of the new joint was proposed.The research results indicate that the proposed new joint has clear force transmis-sion,reliable bearing capacity,and competitive seismic performance.To prevent local tearing of the weld seam and local buckling,the thicknesses of the external ring plates should be the same as that of the flange of the steel beams,and the diameter-to-thickness ratios of the arc steel plates should be no more than 100.The opening radius of the inner ring plates should be less than 40%of the cross-sectional radius.The calculation method of the shear bearing capacity of the new joint can refer to that of steel tube confined steel-reinforced concrete.关键词
钢管混凝土/波纹钢管型钢混凝土/节点/抗震性能/有限元分析/抗剪承载力Key words
concrete-filled steel tubes/steel-reinforced concrete-filled corrugated steel tubes/joints/seismic behaviour/finite element analysis/shear bearing capacity分类
建筑与水利引用本文复制引用
方勇,李名轩,王玉银,刁鸿鹏,李豪..新型波纹钢管型钢混凝土柱-钢梁节点抗震性能研究[J].东南大学学报（自然科学版）,2026,56(1):52-60,9.基金项目
国家自然科学基金资助项目(52378151) （52378151）
中国博士后科学基金面上资助项目(2023M740935). （2023M740935）
