薄壁管组顶力分布特征的数值分析

IF 0.8 4区 工程技术 Q4 ENGINEERING, GEOLOGICAL Soil Mechanics and Foundation Engineering Pub Date : 2024-05-31 DOI:10.1007/s11204-024-09949-9
Z.-Q. Xiao, K.-Q. Luo, K. Yang, C.-Y. Xu, J. Lin, Y.-L. Shi, M. Zhong, X.-Y. Geng, Z.-P. Shu, X.-Y. Wang, X. Wang
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引用次数: 0

摘要

现有的顶管力估算公式将顶管视为刚体,这与细长薄壁顶管的实际工作状态不符。本研究建立了一个有限元位移控制模型来估算细长薄壁顶管的顶进力,并在考虑顶管变形、接触范围、接触面摩擦系数和接触面法向应力的基础上得到了顶进力拟合公式。在一定条件下,建立了顶进力与顶进距离之间的关系。四分之一接触能更好地反映细长薄壁顶管的实际受力状态。从准确预测顶管力的角度来看,位移控制有限元法优于理论公式,且计算时间可控。
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Numerical Analysis of Distribution Characteristics of Jacking Force in Thin-Walled Pipe Groups

The existing jacking force estimation formula considers the jacking pipe as a rigid body, which is inconsistent with the actual working state of a thin-walled slender jacking pipe. This study established a finite element displacement control model to estimate the jacking force of a slender thin-walled pipe, and obtained a jacking force fitting formula considering the deformation of the jacking pipe, the contact range, the friction coefficient of the contact surface, and the normal stress of the contact surface. The relationship between the jacking force and the jacking distance was established under certain conditions. One-quarter contact can better reflect the actual force state of a slender and thin-walled jacking pipe. From the viewpoint of accurately predicting the jacking force, the displacement control finite element method outperforms the theoretical formula, and the calculation time is controllable.

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来源期刊
CiteScore
1.50
自引率
12.50%
发文量
65
审稿时长
6 months
期刊介绍: Soil Mechanics and Foundation Engineering provides the Western engineer with a look at Russian advances in heavy construction techniques. Detailed contributions by experienced civil engineers offer insights into current difficulties in the field, applicable innovative solutions, and recently developed guidelines for soil analysis and foundation design.
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