多跨等截面波形钢腹板PC连续箱梁桥竖向弯曲振动频率的计算

冀伟1,2,邓露1,刘世忠2,蔺鹏臻2

振动与冲击 ›› 2016, Vol. 35 ›› Issue (18) : 140-146.

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振动与冲击 ›› 2016, Vol. 35 ›› Issue (18) : 140-146.
论文

多跨等截面波形钢腹板PC连续箱梁桥竖向弯曲振动频率的计算

  • 冀伟1,2,邓露1,刘世忠2,蔺鹏臻2
作者信息 +

Calculation of the Vertical Bending Vibration Frequencies of the PC Continuous Box Girder with Corrugated Steel Webs with Uniform Cross-section

  • JI Wei1,2, Deng Lu1, Liu Shi-zhong2, LIN Peng-zhen2
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文章历史 +

摘要

为合理计算多跨(跨度相等)等截面波形钢腹板PC连续箱梁桥的竖向弯曲振动频率,运用能量变分原理、Hamilton原理及力法方程,建立了该类型箱梁在发生自由弯曲振动时考虑箱梁剪力滞效应、波形钢腹板剪切效应及两者耦合效应的频率方程,求解该频率方程获得了多跨等截面波形钢腹板PC连续箱梁桥竖向弯曲振动频率的求解公式,所得计算公式的正确性得到了室内模型试验实测值、已建实桥实测值和三维有限元值的验证,随后分析了箱梁剪力滞效应、波形钢腹板剪切效应、波形钢腹板剪切模量修正、箱梁宽跨比变化以及不同波形形状对等截面波形钢腹板PC连续箱梁竖向弯曲振动频率的影响,所得结论可为同类型桥梁的竖向弯曲振动频率的计算提供参考。

Abstract

In order to calculate the vertical bending vibration frequencies for the multi-span PC continuous box girder with corrugated steel webs (CSWs) with uniform cross-section, using the energy variation principle, Hamilton principle and the force method equations, the equations of vertical bending vibration frequency are established. The influences of shear lag effect, shear deformation of CSWs effect and the coupling effect of the two are included in the equations of vertical bending vibration frequency. By solving the equations of vertical bending vibration frequency, the calculation formulas of the bending vibration frequencies of the PC continuous box girder with CSWs are obtained. Combined with results of the finite element analysis and the measured values obtained from both the indoor model test girder and built bridge, the validity of the formulas are proved. The influences of shear lag effect, shear deformation of CSWs, shear modulus correction, the variation of width-span ratio and different wave patterns of CSWs on the vertical bending vibration frequencies of this type bridge also are analyzed. These conclusions can provide the valuable references for calculating the vertical bending vibration frequencies of multi-span PC continuous box girder with CSWs with uniform cross-section in practice.
 

关键词

波形钢腹板 / 竖向弯曲振动频率 / 能量变分法 / 桥梁工程 / 组合箱梁

Key words

corrugated steel web / the vertical bending vibration frequency / energy variation principle / bridge engineering / composite box girder

引用本文

导出引用
冀伟1,2,邓露1,刘世忠2,蔺鹏臻2. 多跨等截面波形钢腹板PC连续箱梁桥竖向弯曲振动频率的计算[J]. 振动与冲击, 2016, 35(18): 140-146
JI Wei1,2, Deng Lu1, Liu Shi-zhong2, LIN Peng-zhen2. Calculation of the Vertical Bending Vibration Frequencies of the PC Continuous Box Girder with Corrugated Steel Webs with Uniform Cross-section[J]. Journal of Vibration and Shock, 2016, 35(18): 140-146

参考文献

[1] Easley J.T.. Buckling formulas for corrugated metal shear diaphragms. Journal of the Structural Division, 1975, 101(7): 1403-1417.
[2] Jongwon Yi, Heungbae Gilb, Kwangsoo Youm, et al. Interactive shear buckling behavior of trapezoidally corrugated steel webs. Engineering Structures, 2008, 30: 1659-1666.
[3] Jiho Moon, Jongwon Yi , Byung H. Choi, et al. Shear strength and design of trapezoidally corrugated steel webs. Journal of Constructional Steel Research, 2009, 65: 1198-1205.
[4] Elgaaly M, Seshadri A. Depicting the behavior of girders with corrugated webs up to failure using non-linear finite element analysis. Advances in Engineering Software, 1998, 29: 195-208.
[5] Y.A. Khalid, C.L. Chan, B.B. Sahari, A.M.S. Hamouda. Bending behaviour of corrugated web beams. Journal of Materials Processing Technology, 2004, 150: 242-254.
[6] Jiho Moon, Jong-Won Yi, Byung H. Choi, Hak-Eun Lee. Lateral-torsional buckling of I-girder with corrugated webs under uniform bending . Thin-Walled Structures, 2009, 47: 21-30.
[7] M.E.A-H.Eldib. Shear buckling strength and design of curved corrugated steel webs for bridges. Journal of Constructional Steel Research, 2009, 65: 2129-2139.
[8] Ngoc Duong Nguyen, Seung-Ryong Han, Gyu-Sei Lee, et al. Moment modification factor of I-girder with trapezoidal-web-corrugations considering concentrated load height effects. Journal of Constructional Steel Research, 2011, 67: 1773-1787.
[9] Ngoc Duong Nguyen, Seung-Ryong Han, Jung-Hun Kim, et al. Moment modification factors of I-girder with trapezoidal web corrugations under moment gradient. Thin-Walled Structures, 2012, 57: 1-12.
[10] 吴文清, 叶见曙, 万水. 波形钢腹板组合箱梁在对称加载作用下剪力滞效应的试验研究[J]. 中国公路学报, 2003, 16(2): 48-51.
Wu Wen-qing, Ye Jian-shu, Wan Shui. Experimental study of shear-lag effect of composite box girders with corrugated steel webs [J]. China Journal of Highway and Transport, 2003, 16(2): 48-51.
[11] 吴文清, 万水, 叶见曙等. 波形钢腹板组合箱梁剪力滞效应的空间有限元分析[J]. 土木工程学报, 2004, 37(9): 31-36.
     Wu Wen-qing, WAN Shui, YE Jian-shu, et a1. 3-Dfinite element analysis on shear lag effect in composite box girder with corrugated steel web[J]. China Civil Engineering Journal, 2004, 37(9): 31-36.
[12] 李宏江, 叶见曙, 万水, 等. 剪切变形对波形钢腹板箱梁挠度的影响[J]. 交通运输工程学报, 2002, 2(4): 17-20.
     LI Hong-jiang, YE Jian-shu, WAN Shui, et al. Influence of shear deformation on deflection of box girder with corrugared steel webs[J]. Journal of Traffic and Transportation Engineering, 2002, 2(4): 17-20.
[13] 聂建国, 李法雄. 考虑腹板剪切行为的波形钢腹板梁理论模型[J]. 中国公路学报, 2011, 24(6): 40-48.
     NIE Jian-guo, LI Fa-xiong. Theory Model of Corrugated Steel Web Girder Considering Web Shear Behavior[J]. China Journal of Highway and Transport, 2011, 24(6): 40-48.
[14] 聂建国, 李法雄, 樊健生. 波形钢腹板梁变形计算的有效刚度法[J]. 工程力学, 2012, 29(8): 71-79.
     NIE Jian-guo, LI Fa-xiong, FAN Jian-sheng. Effective Stiffness Method for Calculating Deflection of Corrugated  Web Girder [J]. Engineering Mechanics, 2012, 29(8): 71-79.
[15] 江克斌, 丁 勇, 杨建奎等. 波形钢腹板PC组合箱梁纯扭作用下抗扭承载力试验研究[J]. 工程力学, 2013, 30(6): 175-182.
JIANG Ke-bin, DING Yong, YANG Jian-kui, et a1. Experimental study on ultimate torsional strength of PC composite box-girder with corrugated steel webs under pure torsion[J]. Engineering Mechanics, 2013, 30(6): 175-182.
[16] JTG D60-2004 公路桥涵设计通用规范[S]. 北京:人民交通出版社, 2004.
    JTG D60-2004 General Code for Design of Highway Bridges and Culverts[S]. Beijing: China communications press,2004.
[17] Jae-Yuel Oh, Deuck Hang Lee, Kang Su Kim. Accordion effect of prestressed steel girders with corrugated webs. Thin-Walled structures. 2012, 57: 49-61.
[18] SAMANTA A, MUKHOPADHYAY M. Finite element static and dynamic analyses of folded plates [J]. Engineering Structures, 1999, 21;277-287.
[19] 吴文清,叶见曙,万 水等. 波形钢腹板-混凝土组合箱梁截面变形的拟平截面假定及其应用研究[J]. 工程力学, 2005, 22(5): 177~178.
     Wu Wen-qing, Ye Jian-shu, Wan Shui,Hu et a1. Quasi Plane assumption and its application in steel-concrete    Composite box girders with corrugated steel webs[J]. Engineering Mechanics, 2005, 22(5): 177~178.   
[20] 张士铎,邓小华,王文州.箱形薄壁梁剪力滞效应[M].北京:人民交通出版社,1998.
ZHANG Shi-duo, DENG Xiao-hua, WANG Wen-zhou. Shear Lag Effects of Thin-Walled Box Girders[M]. Beijing: People’s Communication Press,1998.
[21] Rongqiao Xu, Dequan Chen. Variational Principles of Partial-Interaction Composite Beams. Journal of Engineering Mechanics, 2012, 138(5): 542-550.
[22] R.克拉夫, J.彭津.结构动力学[M].王光远, 译. 北京:高等教育出版社, 2006.
     Ray Clough,Joseph Penzien. Dynamics of Structures[M]. Beijing:Higher Education Press, 2006. (in Chinese)
[23] 李明元. 泼河大桥的施工与动力特性试验研究[J]. 交通标准化,2006,4:135-138.
LI Ming-yuan. Study on Construction and Dynamic Character istic of Bohe Bridge [J]. Communications standardization, 2006, 4: 135-138.

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