Experimental Research and Theoretical Analysis of Working Performance of Steel-Concrete Composite Deck
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摘要: 为了考察钢-混凝土组合桥面板的整体工作性能,对1块简支钢-混凝土组合桥面板进行了试验,探讨了开孔钢板型剪力连接件的工作性能和混凝土中添加钢纤维的增强作用.在试验结果的基础上,引入混凝土和钢材的本构关系,并考虑钢纤维和贯通钢筋的影响,对试验进行了理论分析.结果表明:界面滑移出现在破坏阶段,说明此种剪力连接件能保证桥面板的整体工作性能.Abstract: An experiment was conducted on a simply supported steel-concrete composite deck to investigate the working performance of steel-concrete composite decks.The behavior of a perfobond strip shear connector and the reinforcement effect of steel fiber on concrete were investigated.Based on the experimental results,a theoretical analysis was conducted by taking the stress-strain relation of concrete and steel and the effects of steel fiber and transverse steel bars through the holes of perfobond strips into account.The result shows that no slip occurs between steel bars and concrete before the failure of the structure and thus this type of shear connectors can guarantee the integral working performance of a steel-concrete composite deck.
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Key words:
- steel-concrete composite structure /
- deck /
- steel fiber /
- perfobond strip /
- shear connector /
- slip
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聂建国,余志武.钢-混凝土组合梁在我国的研究及应用[J]. 土木工程学报,1999,32(2):3-8.NIE Jianguo,YU Zhiwu.Research and practice of composite steel-concrete beams in China[J]. China Civil Engineering Journal,1999,32(2):3-8.[2] NARAYANAN R.Steel-concrete composite structures:stability and strength[M]. London:Elsevier Appl.Science Publishing Ltd.,1988:1-52.[3] AYOUB A,FILIPPOU F C.Mixed formulation of nonlinear steel-concrete composite beam element[J]. Journal of Structural Engineering,2000,126(3):371-381.[4] 刘玉擎.组合结构桥梁[M]. 北京:人民交通出版社,2005:19-47.[5] 姚振纲,刘祖华.建筑结构试验[M]. 上海:同济大学出版社,1998:8-36.[6] QIAN C X,PATNAIKUNI I.Properties of high-strength steel fiber-reinforced concrete beams in bending[J]. Cement and Concrete Composites,1999,21(1):73-81.[7] SONG P S,WANG S.Mechanical properties of high-strength steel fiber-reinforced concrete[J]. Construction and Building Materials,2004,18(9):669-673.[8] 朱聘儒.钢-混凝土组合梁设计原理[M]. 北京:中国建筑工业出版社,1989:37-41.ZHU Pinru.The design principles of steel-concrete structures[M]. Beijing:Construction Industry Press of China,1989:37-41.[9] ENRICO S A,EI-TAWIL S.Nonlinear analysis of steel-concrete composite structure:state of the art[J]. Journal of Structural Engineering,2004,130(2):159-168.[10] 黄承逵.纤维混凝土结构[M]. 北京:机械工业出版社,2004:1-53.[11] DING Y,KUSTERLE W.Compressive stress-strain relationship of steel fibre-reinforced concrete at early stage[J]. Cement and Concrete Research,2000,30(10):1 573-1 579.[12] 江见鲸.钢筋混凝土结构非线性有限元分析[M]. 西安:陕西科学技术出版社,1994:1-9.
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