吉林大学学报(工学版) ›› 2017, Vol. 47 ›› Issue (5): 1453-1464.doi: 10.13229/j.cnki.jdxbgxb201705017

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Space mesh analysis method for shear lag effect of cable-stayed bridge with corrugated steel webs

NI Ying-sheng1, MA Ye1, XU Dong2, LI Jin-kai3   

  1. 1.Research Institute of Highway of Ministry of Transport,Beijing 100088, China;
    2.Department of Bridge Engineering,Tongji University,Shanghai 200092,China;
    3.China Railway Engineering Design Consulting Group Co.,Ltd., Beijing 100055, China
  • Received:2016-05-06 Online:2017-09-20 Published:2017-09-20

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Abstract: A novel spatial grid model is proposed and applied to analyze the shear lag effect of six tower cable-stayed bridge. The theoretical principle of the proposed spatial grid model is elaborated along with the relevant illustrations of the modeling parameters of the composite box girder with corrugated steel webs. Then, the typical transverse and longitudinal shear lag coefficient distribution patterns at the key cross sections of side-span and mid-span are analyzed to provide reference for simple bridges. The effectiveness and accuracy of the proposed spatial grid analysis method is validated through cable-stayed bridge.

Key words: road engineering, shear lag coefficient, cable-stayed bridge, space mesh analysis method, corrugated steel webs, composite beam bridge

CLC Number: 

  • TU318
[1] 肖湘,黄恩厚,尼颖升. 预应力混凝土梁板体系有效翼缘的理论分析及试验[J].吉林大学学报:工学版, 2015,45(6):1784-1790.
Xiao Xiang,Huang En-hou,Ni Ying-sheng.Theoreticanalysis and experimental study of effective flange width on beam-plates system of prestressed concrete[J].Journal of Jilin University(Engineering and Technology Edition), 2015,45(6):1784-1790.
[2] Jung K,Kim K,Sim C, et al.Verification of incremental launching construction safety for the Ilsunbridge:The world's longest and widest prestressed concrete box girder with corrugated steel web section[J]. Struct Engrg,ASCE,2011,16(3):453-460.
[3] Li G Q,Wang W Y.A simplified approach for fire-resistance design of steel-concretecomposite beams[J].Steel Compos Struct, 2013,14(3):295-312.
[4] 贺君.波折钢腹板组合桥梁力学性能与设计方法研究[D].上海:同济大学土木工程学院,2011.
He Jun.Mechanical performance and design method of composite bridge with corrugated steel webs[D].Shanghai: College of Civil Engineering, Tongji University,2011.
[5] Nguyen N D,Kim S N,Han S,et al.Elastic lateral-torsional buckling strength of I-girder with trapezoidal web corrugations using a new warping constant underuniform moment[J].Eng Struct,2010,32:2157-2165.
[6] Liu Chao,Xu Dong.Space frame laticemodel for stress analysis of bridge[J].The Baltic Journal of Road and Bridge Engineering,2010,5(2):98-103.
[7] L Chao, Dong Xu.Influence of cracking on deflections of concrete box girder bridges[J].The Baltic Journal of Road and Bridge Engineering,2012,7(2): 104-111.
[8] 徐栋,赵瑜,刘超.混凝土桥梁的实用精细化分析与设计[M].北京:人民交通出版社,2013.
[9] Xu Dong,Zhao Yu.Application of spatial grid model in structural analysis of concrete box girder bridges[C]∥The 18th Congress International Association for Bridge and Structural Engineering, Seoul,2012:2009-2016.
[10] ValsaIpe T,Sharada Bai H,Manjula Vani K,et al. Flexural behavior ofcold-formed steel concrete composite beams[J].Steel Compos Struct,2013,14(2):105-120.
[11] Mo Y L,Fan Y.Torsional design of hybrid concrete box girders[J].J Bridge Eng,ASCE,2006,11:329-339.
[12] Machimdamrong C,Watanabe E,Utsunomiya T.Analysis of corrugated steel web girders by an efficient beam bending theory[J]. Structural Eng Earthquake Eng, JSCE,2004,21(2):131-142.
[13] Huang L,Hikosaka H,Komine K.Simulation of accordion effect in corrugated steel web with concrete flanges[J].Computers and Structures,2004,82: 2061-206.
[14] Shitou K,Nakazono A,Suzuki N, et al.Experimental research on shear behavior of corrugated steel web bridge[J].Proceeding of JSCE,2008,64(2):223-234.
[15] Shiji A,Ooyama H,Yoda T.Experimental study on the new joint structures of a bridge with corrugated steel webs[J]. J Struct Engrg,JSCE,2008,54A: 759-768.
[16] Xu Dong, Ni Ying-sheng,Zhao Yu.Analysing corrucated steel web beam bridges using spatial grid modeling[J]. Steel Comp Struct, 2015,18(4): 853-871.
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