波形钢腹板箱梁抗扭性能研究综述  

REVIEW ON TORSION RESISTANCE PERFORMANCE RESEARCH OF BOX GIRDER WITH CORRUGATED STEEL WEBS

作　　者：唐杨 TANG Yang(College of Civil Engi., Chongqing Jiaotong Univ., Chongqing 400074, China)

机构地区：[1]重庆交通大学土木工程学院,重庆400074

出　　处：《低温建筑技术》2018年第8期52-56,共5页Low Temperature Architecture Technology

摘　　要：通过查阅文献,分别对波形钢腹板箱梁抗扭的理论和试验、结构参数对波形钢腹板箱梁抗扭性能的影响以及波形钢腹板箱梁的极限抗扭承载力的发展状况做出归纳研究。通过归纳研究结果,指出了目前波形钢腹板箱梁抗扭性能研究的缺失之处,为今后波形钢腹板箱梁的抗扭性能研究指明了方向。By consulting the literatures, the theory and test of torsion resistance of corrugated steel web box girder, the influence of structural parameters on the torsional performance of box girder with corrugated steel web and the development status of the ultimate torsional bearing capacity of box girder with corrugated steel web are studied respectively. By summarizing the results of the study, the deficiency research on torsional behavior of box girder with corrugated steel web is pointed out, which enlightens the research directions in future.

关 键 词：抗扭性能 结构参数 极限抗扭承载力 横隔板 软化桁架模型 

分 类 号：TU391[建筑科学—结构工程]