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考虑初曲率影响的变曲率箱梁空间有限元分析

, PP. 73-78

Keywords: 桥梁工程,曲线箱梁,等参有限元法,初曲率,变曲率

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Abstract:

?为计入曲率沿横向和纵向变化对曲线箱梁弯扭效应的影响,提出了考虑初曲率和变曲率影响的空间分析有限元方法。假设曲率沿径向线性变化,建立了曲梁内任意点的弯曲挠转角与曲线半径的反比关系;根据薄壁箱梁的弯曲扭转理论,并将曲率作为轴向坐标z的函数,得到了变曲率箱梁截面内任意点的应力和位移的关系。基于此,以形函数为单元内曲率变化的插值函数,构建了单元内部曲率变化的曲线箱梁等参有限元。按该方法编制了计算机程序,并用算例验证了该方法对变曲率曲线箱梁计算的有效性。

References

[1]  SENNAH K M, KENNEDY J B.State-of-the-art in Design of Curved Box-girder Bridges[J].Journal of Bridge Engineering, 2001, 6(3):159-167.
[2]  李国豪.大曲率薄壁箱梁的扭转和弯曲[J].土木工程学报, 1987, 20(1):65-75.
[3]  LI Guo-hao.Torsion and Bending of Thin-walled Box Girder with Great Initial Curvature[J].China Civil Engineering Journal, 1987, 20(1):65-75.
[4]  郑 振, 林友勤.弯箱梁扭转分析的刚度法[J].中国公路学报, 1999, 12(4):50-58.
[5]  ZHENG Zhen, LIN You-qin.Flexure Torsional Analysis of Curved Box Girders by Stiffness Method[J].China Journal of Highway and Transport, 1999, 12(4):50-58.
[6]  韦成龙, 曾庆元.薄壁曲线箱梁考虑翘曲、畸变和剪滞效应的空间分析[J].土木工程学报, 2000, 33(6):81-87.
[7]  WEI Cheng-long, ZENG Qing-yuan.A New Element for Thin-walled Curved Box Girder Analysis Including Warping Distortion and Shear Lag Effect[J].China Civil Engineering Journal, 2000, 33(6):81-87.
[8]  韦成龙, 曾庆元, 刘小燕.薄壁曲线箱梁桥剪滞效应分析的一维有限单元法[J].中国公路学报, 2000, 13(1):65-69.
[9]  WEI Cheng-long, ZENG Qing-yuan, LIU Xiao-yan.One Dimensional Finite Element Method for Thin-walled Curved Box Beam Analysis Including the Shear Lag Effect[J].China Journal of Highway and Transport, 2000, 13(1):65-69.
[10]  张叔辉.曲桥分析的薄壁箱梁单元[J].土木工程学报, 1984, 17(2):1-12.
[11]  ZHANG Shu-hui.A New Thin-walled Box Beam Element for Curved Bridge Analysis[J].China Civil Engineering Journal, 1984, 17(2):1-12.
[12]  王荣辉, 刘光栋.薄壁曲线箱梁空间计算的曲板板梁单元法[J].中国公路学报, 2000, 13(1):73-76.
[13]  WANG Rong-hui, LIU Guang-dong.A Curved Plate Beam Element Method of Spatial Computation for Thin-walled Curved Box Girder[J].China Journal of Highway and Transport, 2000, 13(1):73-76.
[14]  邱 波, 王荣辉, 刘光栋.考虑隅角点承托刚性影响薄壁箱梁的空间计算分析[J].中国公路学报, 2003, 16(1):50-53.
[15]  QIU Bo, WANG Rong-hui, LIU Guang-dong.Spatial Computational Analysis of Considering Rigidity of Box Corner Reinforcement Part for Thin-walled Box Girder[J].China Journal of Highway and Transport, 2003, 16(1):50-53.
[16]  谢 旭, 黄剑源.曲线箱梁桥结构分析的一种有限元计算方法[J].土木工程学报, 2005, 38(2):75-80.
[17]  XIE Xu, HUANG Jian-yuan.A Finite Element Method for Analysis of Curved Box Girder Bridge Structures[J].China Civil Engineering Journal, 2005, 38(2):75-80.
[18]  张敬珍, 徐 岳, 黄平明, 等.宽弯桥变形及控制[J].长安大学学报:自然科学版, 2003, 23(2):64-66.
[19]  ZHANG Jing-zhen, XU Yue, HUANG Ping-ming, et al.Displacement Control of Wide-curved Bridges[J].Journal of Changan University:Natural Science Edition, 2003, 23(2):64-66.
[20]  丁汉山, 刘 华, 胡丰玲, 等.高架桥弯梁抗扭稳定性[J].交通运输工程学报, 2004, 4(3):44-48.
[21]  DING Han-shan, LIU Hua, HU Feng-ling, et al.Overturning Stability Analysis of Curved Box Girder Bridge[J].Journal of Traffic and Transportation Engineering, 2004, 4(3):44-48.

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