(1 中铁上海设计院集团有限公司,上海 200070； 2 同济大学土木工程学院,上海 200092；3 中国铁路上海局集团有限公司南京枢纽指挥部,南京 210042)

摘要: 某高铁线下站房的钢结构屋盖选用了超出设计标准规定的变截面、腹板大尺度多个开孔的钢梁，有必要对其承载能力和延性等性能进行研究。通过试验和有限元分析，研究了开孔梁荷载挠度关系、空腹截面应力分布，对比了空腹桁架理论、试验和有限元计算结果。进一步运用有限元软件 ABAQUS 对变截面大尺度开孔梁进行了特征值屈曲分析，并进行了考虑不同幅值、不同分布形式的初始几何缺陷在全跨活荷载和半跨活荷载作用下的几何、材料双非线性分析，得到了不同特征的破坏模式。研究发现:大尺度开孔梁弹性设计时，可用费式空腹桁架理论进行验算；大尺度多个开孔梁非线性效应影响显著，在设计时，应充分考虑结构的非线性特征；在全跨活荷载作用下，开孔梁的安全系数可达到 2.8，具有良好的承载能力；不同分布形式的缺陷会显著影响大尺度开孔梁的承载力和延性；全跨活荷载比半跨活荷载对变截面大尺度开孔梁的性能更为不利；引入第 1 阶屈曲模态分布形式的缺陷不一定是最不利的缺陷分布形式，不同的缺陷会造成 4 种不同的破坏模式。

关键词: 变截面钢梁； 大尺寸矩形孔腹板； 缩尺试验； 特征值屈曲分析； 非线性有限元分析； 承载力； 延性

中图分类号:TU391 文献标志码:A 文章编号:1002-848X(2022)19-0105-07

DOI:10.19701 / j.jzjg.20211560

∗中国铁路上海局集团公司科研计划(2020141)，中铁上海院集团科研计划(集-20-63)。

第一作者:颜阳，博士研究生，中级工程师，主要从事大跨钢结构研究，Email: yanyang@ sty. sh. cn。

Structural performance research of variable cross-section large-scalemultiple web-opening steel beams

YAN Yang1，2,WANG Yifei2,FAN Yuhua3,TONG Lewei2,NING Peng2

(1 China Railway Shanghai Design Institute Group Co. ,Ltd. ,Shanghai 200070,China； 2 College of Civil Engineering，Tongji University,Shanghai 200092,China； 3 Nanjing Railway Hub Project Construction Headquarters,ChinaRailway Shanghai Group Co. ,Ltd. ,Nanjing 210042,China)

Abstract: The steel structure roof of a station building under a high-speed railway line uses steel beams with variablecross-sections and large-scale webs with multiple openings which exceed the design standards. It is necessary to analyze itsbearing capacity and ductility. The load-displacement relationship and stress distribution of web-opening beams were studiedby experiment and finite element,and the results of vierendeel truss theory,experiment and the finite element analysis werecompared. The eigenvalue buckling analysis of variable cross-section large-scale web-opening steel beams was carried outusing finite element software ABAQUS. Considering the initial geometric imperfection of different amplitudes and distributionforms under full-span live load and half-span live load,the geometric and material nonlinear analysis were carried out,anddifferent characteristics of the failure mode were obtained. The study found that: in the elastic design of large-scaleweb-opening beams,vierendeel truss theory can be used for calculation； the nonlinear effect of web-opening steel beamshas significant influence,and the nonlinear characteristics of the structure should be fully considered in the design； underfull-span live load,the safety factor of the steel beams with opening can reach 2.8,and it has a good load-bearingcapacity； the imperfection of different distributions will affect the load-bearing capacity and ductility of the web-openingbeam,full-span live load is more unfavorable to the performance of the variable cross-section web-opening steel beams thanhalf-span live load； imperfection introduced into the first-order buckling mode distribution form is not necessarily the mostunfavorable form of imperfection distribution,different imperfection will cause four kinds of different failure modes.

Keywords:variable cross-section steel beam； large rectangular web-opening； scale test； eigenvalue buckling analysis；nonlinear finite element analysis； bearing capacity； ductility

∗中国铁路上海局集团公司科研计划(2020141)，中铁上海院集团科研计划(集-20-63)。

第一作者:颜阳，博士研究生，中级工程师，主要从事大跨钢结构研究，Email: yanyang@ sty. sh. cn。

[引用本文] 颜阳，王逸飞，范余华，等. 变截面大尺度多开孔钢梁结构性能研究[ J]. 建筑结构，2022，52(19):105-111，117. YAN Yang，WANG Yifei，FAN Yuhua，et al. Structural performance research of variable cross-section large-scale multiple web-opening steel beams[J]. Building Structure，2022，52(19):105-111，117.