吉林大学学报(工学版) ›› 2017, Vol. 47 ›› Issue (3): 789-795.doi: 10.13229/j.cnki.jdxbgxb201703014

Previous Articles     Next Articles

Static and dynamic responses of steel-concrete composite beams

ZHANG Yun-long1, LIU Zhan-ying2, WU Chun-li3, WANG Jing1   

  1. 1.School of Transportation Science & Engineering, Jilin Jianzhu University, Changchun 130118, China;
    2.School of Transportation, Changchun Architecture and Civil Engineering College, Changchun 130607, China;
    3.College of Transportation,Jilin University, Changchun 130022, China
  • Online:2017-05-20 Published:2017-05-20

RICH HTML

0   

PDF (PC)

237

Abstract: In order to accurately analyze the static and dynamic responses of steel-concrete composite beams, the reasonable element displacement function of the composite beam is derived based on the contact theory and finite element method. The stiffness equation of the composite beam element considering shear slip effect is deduced. Combined with classical dynamics theory, a method of calculating the natural frequencies and vibration mode of the composite beams without damping is established with consideration of the shear slip effect at the interface. As a case study, the deflection of a simply supported steel-composite beam under vertical load and distributed shear slip strain difference along the beam is analyzed. Results show that the finite element solution is in good agreement with the experiment results. Using stiffness matrix the natural frequencies and vibration modes of the beam considering the shear slip effect are calculated and compared with complete interaction results, which suggest that the effect of shear slip effect should be considered in dynamic response calculation. This study provides a reliable calculation method for practical engineering design.

Key words: bridge engineering, composite beam, contact theory, finite element method, dynamic response

CLC Number: 

  • TU311.1
[1] 范旭红,石启印,马波. 钢-混凝土组合梁的研究与展望[J]. 江苏大学学报,2004,25(1):89-92.
Fan Xu-hong, Shi Qi-yin, Ma Bo. Development and perspective of steel-concrete composite beams[J]. Journal of Jiangsu University,2004,25(1):89-92.
[2] 陈宝春,牟廷敏,陈宜言,等. 我国钢-混凝土组合结构桥梁研究进展及工程应用[J]. 建筑结构学报,2013,34(增刊1):1-10.
Chen Bao-chun, Mu Ting-min, Chen Yi-yan, et al. State-of-the-art of research and engineering application of steel-concrete composite beidges in China[J]. Journal of Building Strctures,2013,34(Sup.1):1-10.
[3] 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 Jian-guo, Yu Zhi-wu. Research and practive of composite steel-concrete beams in China[J]. China Civil Engineering Journal,1999,32(2):3-8.
[4] 聂建国,沈聚敏. 滑移效应对钢-混凝土组合梁弯曲强度的影响及其计算[J]. 土木工程学报,1997,30(1):31-36.
Nie Jian-guo, Shen Ju-min. Slip effect on strength of composite steel-concrete beams[J]. China Civil Engineering Journal,1997,30(1):31-36.
[5] 聂建国,沈聚敏,余志武. 考虑滑移效应的钢-混凝土组合梁变形计算的折减刚度法[J]. 土木工程学报,1995,28(6):11-17.
Nie Jian-guo, Shen Ju-min, Yu Zhi-wu. A reduced rigidity method for calculating deformation of composite steel-concrete beams[J]. China Civil Engineering Journal,1995,28(6):11-17.
[6] 聂建国,陶慕轩. 体外预应力钢-混凝土组合梁受力性能的研究现状与展望[J]. 工程力学,2013,34(增刊2):129-141.
Nie Jian-guo, Tao Mu-xuan. Research status and perspective on externally prestressed steel-concrete composite beams[J]. Engineering Mechanics,2013,34(Sup.2):129-141.
[7] 刘寒冰,刘天明,张云龙. 钢-混凝土组合连续梁抗弯性能[J]. 吉林大学学报:工学版,2009,39(6):1486-1491.
Liu Han-bing,Liu Tian-ming,Zhang Yun-long. Bending resistance of steel-concrete composite continuous beam[J]. Journal of Jilin University (Engineering and Technology Edition),2009,39(6):1486-1491.
[8] Ranzi G, Zona A. A steel-concrete composite beam model with partial interaction including the shear deformability of the steel component[J]. Engineering Structures,2007,29(11):3026-3041.
[9] Fragiacom M, Amaido C, Macorini L. Finite element model for collapse and long-term analysis of steel-concrete composite beams[J]. Journal of Structural Engineering,2004,130(3):389-497.
[10] Salari M R, Spacone E, Shing P B, et al. Nonlinear analysis of composite beams with deformable shear connectors[J]. Journal of Structural Engineering,1998,124(10):1148-1158.
[11] Sebastion W M, Connel R. Nonlinear FE analysis of steel-concrete composite[J]. Journal of Structural Engineering,2000,126(6):662-674.
[12] 周旺保,蒋丽忠,李书进. 钢-混凝土组合箱梁弯矩曲率恢复力模型研究[J]. 建筑结构学报,2015,36(1):78-84.
Zhou Wang-bao,Jiang Li-zhong,Li Shu-jin. Moment-curvature restoring force model research of steel-Concrete composite box-beams[J]. Journal of Building Structures,2015,36(1):78-84.
[13] 侯忠明,夏禾,王元清,等. 钢-混凝土组合梁动力折减系数研究[J]. 振动与冲击,2015,34(4):74-81.
Hou Zhong-ming, Xia He, Wang Yuan-qing, et al. Dynamic reduction coefficients for a steel-concrete composite beam[J]. Journal of Vibration and Shock,2015,34(4):74-81.
[14] 戚菁菁,蒋丽忠,张传增,等. 界面滑移、竖向掀起及剪切变形对钢-混凝土组合连续梁动力性能的影响[J]. 中南大学学报,2010,41(6):2334-2343.
Qi Jing-jing, Jiang Li-zhong, Zhang Chuan-zeng, et al. Effects of interface slip, vertical uplift and shear deformation on dynamic behavior of steel-concrete composite continuous beams[J]. Journal of Central South University,2010,41(6):2334-2343.
[15] Banerjee J R. Frequency equation and mode shape formulae for composite Timoshenko beams[J]. Composite Structures,2001,51(4):381-388.
[16] 沈旭栋,陈伟球,徐荣桥. 有轴力的部分作用组合梁的动力分析[J]. 振动工程学报,2012,25(5):514-520.
Shen Xu-dong,Chen Wei-qiu,Xu Rong-qiao. Dynamic analysis of partial-interactive composite beam with axial force[J]. Journal of Vibration Engineering,2012,25(5):514-520.
[17] 王景全,殷惠光,张书兵,等. 钢-混凝土组合梁考虑界面滑移的振动模态试验研究[J]. 建筑结构学报,2016,37(2):142-149.
Wang Jing-quan,Yin Hui-guang,Zhang Shu-bing,et al. Experimental investigation on dynamic properties of steel-concrete composite beams considering effect of interfcial slip[J]. Journal of Building Structures,2013,37(2):142-149.
[18] 张书兵,王景全,李明,等. 考虑界面滑移效应的组合梁自振频率计算的修正折减刚度法[J]. 土木工程学报,2015,48(12):41-49.
Zhang Shu-bing, Wang Jing-quan, Li Ming, et al. A modified stiffness reduction method for calculating the natural frequencies of composite beams considering the effect of interfacial slippage[J]. China Civil Engineering Journal, 2015,48(12):41-49.
[19] 张云龙. 体外预应力钢-混凝土组合梁结构行为的实验研究[D]. 长春:吉林大学交通学院,2005.
Zhang Yun-long. Test study of external prestressed composite steel-concrete beams structure[D]. Changchun:College of Transportation, Jilin University,2005.
[1] HUI Ying-xin,MAO Ming-jie,LIU Hai-feng,ZHANG Shang-rong. Influence of structural seismic response of bridges crossing active fault [J]. Journal of Jilin University(Engineering and Technology Edition), 2018, 48(6): 1725-1734.
[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] BI Qiu-shi,WANG Guo-qiang,HUANG Ting-ting,MAO Rui,LU Yan-peng. Tooth strength analysis of mineral sizer by coupling discrete element method and finite element method [J]. Journal of Jilin University(Engineering and Technology Edition), 2018, 48(6): 1770-1776.
[4] ZHENG Yi-feng, ZHAO Qun, BAO Wei, LI Zhuang, YU Xiao-fei. Wind resistance performance of long-span continuous rigid-frame bridge in cantilever construction stage [J]. 吉林大学学报(工学版), 2018, 48(2): 466-472.
[5] WEI Zhi-gang, LIU Han-bing, SHI Cheng-lin, GONG Ya-feng. Calculation of transverse distribution coefficient of simply supported beam bridge with effect of bridge deck pavement [J]. 吉林大学学报(工学版), 2018, 48(1): 105-112.
[6] 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.
[7] GONG Ya-feng, HE Yu-long, TAN Guo-jin, SHEN Yang-fan. Anti-overturning stability analysis for three-span continuous curved girder bridge with single column pier [J]. 吉林大学学报(工学版), 2018, 48(1): 133-140.
[8] 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.
[9] WANG Jing-yu, YU Xu-tao, HU Xing-jun, GUO Peng, XIN Li, GUO Feng, ZHANG Yang-hui. Fluid-induced vibration and flow mechanism of automotive external rearview mirror [J]. 吉林大学学报(工学版), 2017, 47(6): 1669-1676.
[10] WEI Zhi-gang, SHI Cheng-lin, LIU Han-bing, ZHANG Yun-long. Dynamic characteristics of steel-concrete composite simply supported beam under vehicles [J]. 吉林大学学报(工学版), 2017, 47(6): 1744-1752.
[11] SUN Rong-jun, GU Shuan-cheng, JU Pei, GAO Ke. Optimal design of new arc angle PDC drill bit for coal mining based on finite element method [J]. 吉林大学学报(工学版), 2017, 47(6): 1991-1998.
[12] NI Ying-sheng, MA Ye, XU Dong, LI Jin-kai. Space mesh analysis method for shear lag effect of cable-stayed bridge with corrugated steel webs [J]. 吉林大学学报(工学版), 2017, 47(5): 1453-1464.
[13] LIU Yu, LI Peng-fei, ZHANG Yi-min. Analysis and prediction of micro milling deformation of copper thin-wall parts [J]. 吉林大学学报(工学版), 2017, 47(3): 844-849.
[14] LIU Cheng, SHI Wen-ku, CHEN Zhi-yong, HE Wei, RONG Ru-song, SONG Huai-lan. Experiment on tooth root bending stress of driving axle hypoid gear of automobile [J]. 吉林大学学报(工学版), 2017, 47(2): 344-352.
[15] YAN Guang, ZHUANG Wei, LIU Feng, ZHU Lian-qing. Preload package and characteristics of a sensitizing effect sensor based Fiber Bragg Grating (FBG) [J]. 吉林大学学报(工学版), 2016, 46(5): 1739-1745.
Viewed
Full text


Abstract

Cited
  Shared   
  Discussed   
No Suggested Reading articles found!
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