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隧道建设(中英文) ›› 2014, Vol. 34 ›› Issue (增刊): 153-158.DOI: 10.3973/j.issn.1672-741X.2014.S.025

• 研究与探索 • 上一篇    下一篇

盾构隧道管片接头三维数值模型边界条件研究

张雪健, 庄晓莹, 朱合华   

  1. (同济大学土木工程学院地下建筑与工程系, 上海 200092)
  • 收稿日期:2014-04-14 修回日期:2014-05-29 出版日期:2014-08-15 发布日期:2014-08-11
  • 作者简介:张雪健(1990—),男,山东潍坊人,同济大学在读硕士,研究方向为盾构隧道衬砌结构性能。
  • 基金资助:

    国家重点基础研究发展计划(2011CB013800); 上海市浦江人才计划(12CG20); 教育部留学回国人员科研启动基金资助项目

Study on Boundary Conditions of Threedimensional Numerical Models for Segment Joints

ZHANG Xuejian, ZHUANG Xiaoying, ZHU Hehua   

  1. (Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China)
  • Received:2014-04-14 Revised:2014-05-29 Online:2014-08-15 Published:2014-08-11

摘要:

三维精细化数值模型有助于深入研究盾构隧道管片接头的力学性能,如何准确地将室内试验和数值模型的边界条件相对应是研究中的关键问题之一。在接头抗弯性能的研究中,轴力偏心距的影响不可忽视,以往研究大多对其进行理想化的处理,因此带来较大误差。针对管片接头压碎试验中轴力施加位置的不确定性进行探讨,证明了通过求解线性方程,并根据数值模拟和试验的偏差来确定初始轴力偏心距的可行性和合理性。并模拟出了管片接头在正负弯矩作用下变形至破坏的全过程,最后对正负弯矩作用下管片接头抗弯试验和三维有限元模拟提出建议。

关键词: 管片接头, 边界条件, 轴力偏心距, 不确定性

Abstract:

Threedimensional accurate numerical model is favorable for the indeep study on the mechanical performance of segment joints. How to establish the relationship between the boundary conditions of the indoor experiments and those of the numerical models is one of the key factors to success. In the studies on the bending performance of segment joints, the influence of the axial force eccentricity cannot be ignored. In previous studies, idealized treatment is carried out, which resulted in big errors. In the paper, the uncertainty of the positions where the axial force is applied in the segment joint crushing experiment is discussed,  the feasibility and rationality to determine the axial force eccentricity in accordance with the deviation between the numerical simulation result and the experiment result and by means of regression analysis is verified,the whole process from the displacement of the segment joints to the failure of the segment joints  under the positive and negative bending moments is simulated, and finally some suggestion is made on the bending experiment and threedimensional numerical simulation of segment joints under positive and negative bending moments.

Key words: segment joint, boundary condition, axial force eccentricity, uncertainty

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