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

Previous Articles     Next Articles

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

RICH HTML

0   

PDF (PC)

160

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.
[1] LI Yi,LIU Li-ping,SUN Li-jun. Prediction model on rutting equivalent temperature for asphalt pavement at different depth [J]. Journal of Jilin University(Engineering and Technology Edition), 2018, 48(6): 1703-1711.
[2] NI Ying-sheng,SUN Qi-xin,MA Ye,XU Dong,LIU Chao. Shear distribution of multi-cell corrugated steel web composite beams based on space grid analysis [J]. Journal of Jilin University(Engineering and Technology Edition), 2018, 48(6): 1735-1746.
[3] ZANG Guo-shuai, SUN Li-jun. Method based on inertial point for setting depth to rigid layer [J]. 吉林大学学报(工学版), 2018, 48(4): 1037-1044.
[4] NIAN Teng-fei, LI Ping, LIN Mei. Micro-morphology and gray entropy analysis of asphalt characteristics functional groups and rheological parameters under freeze-thaw cycles [J]. 吉林大学学报(工学版), 2018, 48(4): 1045-1054.
[5] GONG Ya-feng, SHEN Yang-fan, TAN Guo-jin, HAN Chun-peng, HE Yu-long. Unconfined compressive strength of fiber soil with different porosity [J]. 吉林大学学报(工学版), 2018, 48(3): 712-719.
[6] CHENG Yong-chun, BI Hai-peng, MA Gui-rong, GONG Ya-feng, TIAN Zhen-hong, LYU Ze-hua, XU Zhi-shu. Pavement performance of nano materials-basalt fiber compound modified asphalt binder [J]. 吉林大学学报(工学版), 2018, 48(2): 460-465.
[7] ZHANG Yang-peng, WEI Hai-bin, JIA Jiang-kun, CHEN Zhao. Numerical evaluation on application of roadbed with composite cold resistance layer inseasonal frozen area [J]. 吉林大学学报(工学版), 2018, 48(1): 121-126.
[8] JI Wen-yu, LI Wang-wang, GUO Min-long, WANG Jue. Experimentation and calculation methods of prestressed RPC-NC composite beam deflection [J]. 吉林大学学报(工学版), 2018, 48(1): 129-136.
[9] MA Ye, NI Ying-sheng, XU Dong, DIAO Bo. External prestressed strengthening based on analysis of spatial grid model [J]. 吉林大学学报(工学版), 2018, 48(1): 137-147.
[10] NI Ying-sheng, SUN Qi-xin, MA Ye, XU Dong. Calculation of capacity reinforcement about composite box girder with corrugated steel webs based on tensile stress region theory [J]. 吉林大学学报(工学版), 2018, 48(1): 148-158.
[11] LUO Rong, ZENG Zhe, ZHANG De-run, FENG Guang-le, DONG Hua-jun. Moisture stability evaluation of asphalt mixture based on film pressure model of Wilhelmy plate method [J]. 吉林大学学报(工学版), 2017, 47(6): 1753-1759.
[12] ZHENG Chuan-feng, MA Zhuang, GUO Xue-dong, ZHANG Ting, LYU Dan, Qin Yong. Coupling effect of the macro and micro characteristics of mineral powder on the low-temperature performance of asphalt mortar [J]. 吉林大学学报(工学版), 2017, 47(5): 1465-1471.
[13] YU Tian-lai, ZHENG Bin-shuang, LI Hai-sheng, TANG Ze-rui, ZHAO Yun-peng. Analyses of defects and causes of steel-plastic compound reinforced retaining wall [J]. 吉林大学学报(工学版), 2017, 47(4): 1082-1093.
[14] CAI Yang, FU Wei, TAO Ze-feng, CHEN Kang-wei. Influence analysis of geotextile on reducing traffic induced reflective cracking using extended finite element model [J]. 吉林大学学报(工学版), 2017, 47(3): 765-770.
[15] LIU Han-bing, ZHANG Hu-zhu, WANG Jing. Effect of dehydration on shear strength properties of compacted clayey soil [J]. 吉林大学学报(工学版), 2017, 47(2): 446-451.
Viewed
Full text


Abstract

Cited
  Shared   
  Discussed   
[1] LIU Song-shan, WANG Qing-nian, WANG Wei-hua, LIN Xin. Influence of inertial mass on damping and amplitude-frequency characteristic of regenerative suspension[J]. 吉林大学学报(工学版), 2013, 43(03): 557 -563 .
[2] CHU Liang, WANG Yan-bo, QI Fu-wei, ZHANG Yong-sheng. Control method of inlet valves for brake pressure fine regulation[J]. 吉林大学学报(工学版), 2013, 43(03): 564 -570 .
[3] LI Jing, WANG Zi-han, YU Chun-xian, HAN Zuo-yue, SUN Bo-hua. Design of control system to follow vehicle state with HIL test beach[J]. 吉林大学学报(工学版), 2013, 43(03): 577 -583 .
[4] HU Xing-jun, LI Teng-fei, WANG Jing-yu, YANG Bo, GUO Peng, LIAO Lei. Numerical simulation of the influence of rear-end panels on the wake flow field of a heavy-duty truck[J]. 吉林大学学报(工学版), 2013, 43(03): 595 -601 .
[5] WANG Tong-jian, CHEN Jin-shi, ZHAO Feng, ZHAO Qing-bo, LIU Xin-hui, YUAN Hua-shan. Mechanical-hydraulic co-simulation and experiment of full hydraulic steering systems[J]. 吉林大学学报(工学版), 2013, 43(03): 607 -612 .
[6] ZHANG Chun-qin, JIANG Gui-yan, WU Zheng-yan. Factors influencing motor vehicle travel departure time choice behavior[J]. 吉林大学学报(工学版), 2013, 43(03): 626 -632 .
[7] MA Wan-jing, XIE Han-zhou. Integrated control of main-signal and pre-signal on approach of intersection with double stop line[J]. 吉林大学学报(工学版), 2013, 43(03): 633 -639 .
[8] YU De-xin, TONG Qian, YANG Zhao-sheng, GAO Peng. Forecast model of emergency traffic evacuation time under major disaster[J]. 吉林大学学报(工学版), 2013, 43(03): 654 -658 .
[9] XIAO Yun, LEI Jun-qing, ZHANG Kun, LI Zhong-san. Fatigue stiffness degradation of prestressed concrete beam under multilevel amplitude cycle loading[J]. 吉林大学学报(工学版), 2013, 43(03): 665 -670 .
[10] XIAO Rui, DENG Zong-cai, LAN Ming-zhang, SHEN Chen-liang. Experiment research on proportions of reactive powder concrete without silica fume[J]. 吉林大学学报(工学版), 2013, 43(03): 671 -676 .
Copyright © Journal of Jilin University(Engineering and Technology Edition), All Rights Reserved.
Tel: +86-431-85095297　Fax: +86-431-85094074　E-mail: xbgxb@jlu.edu.cn
Powered by Beijing Magtech Co. Ltd