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内衬混凝土波折钢腹板梁抗弯性能试验研究
引用本文:王达磊,贺君,陈艾荣,刘玉擎.内衬混凝土波折钢腹板梁抗弯性能试验研究[J].同济大学学报(自然科学版),2012,40(9):1312-1317.
作者姓名:王达磊  贺君  陈艾荣  刘玉擎
作者单位:1. 同济大学土木工程学院,上海,200092
2. 同济大学土木工程学院,上海200092;早稻田大学土木与环境工程学院,东京1698555
基金项目:国家自然科学基金项目(50478110)
摘    要:提出了波折腹板内衬混凝土改善连续梁负弯矩区的结构力学性能.通过两点对称加载试验研究了波折腹板内衬混凝土组合梁的弯曲性能.试验表明:与钢波折腹板梁相比,内衬混凝土可限制波折腹板梁受压翼缘的屈曲,提高组合梁的弯曲强度与延性.依据试验弯曲破坏模式与应力分布,提出了弯曲强度的计算方法,理论与试验结果相比吻合较好.试验结果与理论计算方法可为波折腹板内衬混凝土结构的设计提供参考.

关 键 词:组合梁  波折钢腹板  内衬混凝土  抗弯性能  模型试验
收稿时间:1/3/2012 12:00:00 AM
修稿时间:6/2/2012 9:23:03 PM

Experimental Study on Bending Behavior of Concrete encased Composite Girder with Corrugated Steel Web
WANG Dalei,HE Jun,CHEN Airong and LIU Yuqing.Experimental Study on Bending Behavior of Concrete encased Composite Girder with Corrugated Steel Web[J].Journal of Tongji University(Natural Science),2012,40(9):1312-1317.
Authors:WANG Dalei  HE Jun  CHEN Airong and LIU Yuqing
Affiliation:College of Civil Engineering, Tongji University, Shanghai 200092, China
Abstract:Partially concrete encased composite girder with corrugated web was proposed to improve the structural mechanics performance of continuous girder under hogging moment. The bending behavior of concrete encased composite girders with corrugated web under two points symmetric loading was experimentally investigated. Experimental results show that the partially encased girder has superior bending strength and ductility compared to steel I girder, as local buckling of compressive flange is restricted by concrete encasement. In addition, prediction methods of bending strength under ultimate state were proposed based on the experimental failure mode and strain distribution. And the calculated bending strengths for steel and composite girders at ultimate state agreed well with the experimental results. The test findings and analytical methods were considered to be of special significance to the design of such partially encased composite girders with corrugated web.
Keywords:composite girder  steel corrugated web  concrete encasement  bending behavior  model test
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