首页|期刊导航|东南大学学报(自然科学版)|考虑扭矩的复杂受力状态下圆钢管混凝土研究进展与承载力计算模型

考虑扭矩的复杂受力状态下圆钢管混凝土研究进展与承载力计算模型OA

Research progress and bearing capacity calculation model of concrete-filled circular steel tubes under complex loads involving torsional loads

中文摘要英文摘要

钢管混凝土力学性能优异且施工便捷,已在高层建筑、大跨桥梁等大型工程中得到广泛应用.但实际工程中钢管混凝土结构因工程造型、场地等因素,可能处于包含扭矩作用的复杂受力状态,需对此予以关注.本文归纳了典型的钢管混凝土结构考虑扭矩的复杂受力工况,总结了国内外针对圆钢管混凝土构件在考虑扭矩的复杂受力状态下的力学性能研究进展,建立了圆形截面钢管混凝土复杂受力试验数据库,据此对已有承载力计算模型进行了验证与分析,并提出了相应的设计建议.研究结果表明:钢管混凝土构件在复杂受力状态下的力学性能存在试验装置复杂、机理揭示难度高、承载力耦合相关性强等特殊性;相关研究已形成了一定基础,但仍存在试验数据相对较少、组合作用机理分析有待深入、承载力计算模型精度有待提高等需要进一步解决的问题.

Concrete-filled steel tubes(CFSTs)have excellent mechanical properties and construction effi-ciency,which have been widely used in large-scale engineering structures such as high-rise buildings and large-span bridges.In practical engineering,the CFST structures may be subjected to complex loads involving torsional loads due to factors such as engineering structural design and construction sites,which require atten-tion.This paper summarized the scenarios of typical CFST structures under complex loads involving torsional loads,and analyzed the research progress on the mechanical properties of circular CFST members under com-plex loads involving torsional loads at home and abroad.An experimental database for circular cross-sectional CFSTs under complex loads was established.Hereby,the existing bearing capacity calculation models were verified and analyzed,with the proposal of corresponding design suggestions.The investigated results indicate that the mechanical properties of CFST members under complex loads have particularities,such as complex testing devices,high difficulties in revealing working mechanisms,and strong coupling correlations of bearing capacity.The existing investigations have formed a certain foundation,but further work is still needed to solve problems such as limited experimental data,in-depth analysis of the composite working mechanism,and im-provement of the accuracy of the bearing capacity calculation models.

方勇;王雅瑾;杨华;代恒法;闫仕朝

哈尔滨工业大学土木工程学院,哈尔滨 150090||哈尔滨工业大学结构工程灾变与控制教育部重点实验室,哈尔滨 150090哈尔滨工业大学土木工程学院,哈尔滨 150090||哈尔滨工业大学结构工程灾变与控制教育部重点实验室,哈尔滨 150090哈尔滨工业大学土木工程学院,哈尔滨 150090||哈尔滨工业大学结构工程灾变与控制教育部重点实验室,哈尔滨 150090哈尔滨工业大学土木工程学院,哈尔滨 150090||哈尔滨工业大学结构工程灾变与控制教育部重点实验室,哈尔滨 150090哈尔滨工业大学土木工程学院,哈尔滨 150090||哈尔滨工业大学结构工程灾变与控制教育部重点实验室,哈尔滨 150090

建筑与水利

钢管混凝土复杂受力承载力计算模型

concrete-filled steel tubescomplex loadsbearing capacitycalculation model

《东南大学学报(自然科学版)》 2026 (5)

692-703,12

国家自然科学基金资助项目(52408172).

10.3969/j.issn.1001-0505.2026.05.006

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