岩土力学 ›› 2022, Vol. 43 ›› Issue (S1): 650-657.doi: 10.16285/j.rsm.2020.1171

• 数值分析 • 上一篇    下一篇

基于有限杆单元法的斜桩受力变形分析

彭文哲,赵明华,杨超炜,刘亚楠   

  1. 湖南大学 土木工程学院,湖南 长沙 410082
  • 收稿日期:2020-08-07 修回日期:2021-03-08 出版日期:2022-06-30 发布日期:2022-07-15
  • 作者简介:彭文哲,男,1993年生,博士后,主要从事桩基础方面的研究。
  • 基金资助:
    国家自然科学基金(No.51908208)。

Analysis of batter piles using finite beam element method

PENG Wen-zhe, ZHAO Ming-hua, YANG Chao-wei, LIU Ya-nan   

  1. College of Civil Engineering, Hunan University, Changsha, Hunan 410082, China
  • Received:2020-08-07 Revised:2021-03-08 Online:2022-06-30 Published:2022-07-15
  • Supported by:
    This work was supported by the National Natural Science Foundation of China(51908208).

摘要: 为探讨斜桩基础受力变形分析的理论计算方法,首先,在现有斜桩研究的基础上总结斜桩承载机制及其受力变形特性;提出斜桩简化力学模型,并假定桩顶倾斜荷载沿桩体轴向及其垂直方向分解,进而提出地基反力确定方法并推导其控制微分方程;其次,对传统有限杆单元进行改进,以考虑二阶效应及桩−土相互作用的影响,并以MATLAB为平台编制求解程序用于斜桩基础受力变形分析;最后,引入模型试验与现场试验,通过对比理论计算结果与试验实测值,验证改进有限杆单元方法用于斜桩受力变形分析的可行性,总结出一些规律性的结论。以上分析可为斜桩工程设计提供参考,具有一定的理论及工程价值。

关键词: 桥梁工程, 受力变形分析, 有限杆单元法, 斜桩, 单元刚度矩阵

Abstract: This paper is presented to investigate the theoretical calculation method for the inner-force and deformation analysis of batter piles. Firstly, the bearing mechanism and deformation characteristics of batter piles are reviewed on the basis of the existing studies. The simplified mechanical model of batter piles is proposed by assuming that external loads atop batter piles would be decomposed along axial and radial directions of piles, and then the determination method of the foundation resistance is proposed and the governing differential equation of batter piles is further derived. Secondly the conventional finite beam element method is modified to consider the effects of the second-order effect and pile-soil interaction, and a program is compiled for the analysis of the inner-force and deformation of batter piles based on the MATLAB platform. Finally, the proposed theoretical method is validated by a model test and a field test, and some conclusions are summarized. These above-mentioned analyses can provide references for engineering design of batter pile, which is of theoretical and engineering application value.

Key words: bridge engineering, inner-force and deformation analysis, finite beam element method, batter pile, element stiffness matrix

中图分类号: TU473
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[10] 赵明华,陈耀浩,杨超炜,肖 尧. 基于有限杆单元法的陡坡基桩非线性分析[J]. , 2018, 39(8): 3020-3028.
[11] 徐 江,龚维明,张 琦,戴国亮,霍少磊,杨 超, . 大口径钢管斜桩竖向承载特性数值模拟与现场试验研究[J]. , 2017, 38(8): 2434-2440.
[12] 曹卫平,陆清元,樊文甫,李 升. 竖向荷载作用下斜桩荷载传递性状试验研究[J]. , 2016, 37(11): 3048-3056.
[13] 袁廉华 ,陈仁朋 ,孔令刚 ,张浙杭 ,陈云敏 . 轴向荷载对斜桩水平承载特性影响试验及理论研究[J]. , 2013, 34(7): 1958-1964.
[14] 凌道盛 ,任 涛 ,王云岗 . 砂土地基斜桩水平承载特性p-y曲线法[J]. , 2013, 34(1): 155-162.
[15] 李龙起,罗书学. 非均匀地基中倾斜桩基竖向承载特性模拟试验研究[J]. , 2012, 33(5): 1300-1305.
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