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盾构管片接头破坏的弹塑性-损伤三维有限元模型研究

庄晓莹, 张雪健, 朱合华

庄晓莹, 张雪健, 朱合华. 盾构管片接头破坏的弹塑性-损伤三维有限元模型研究[J]. 岩土工程学报, 2015, 37(10): 1826-1834. DOI: 10.11779/CJGE201510011
引用本文: 庄晓莹, 张雪健, 朱合华. 盾构管片接头破坏的弹塑性-损伤三维有限元模型研究[J]. 岩土工程学报, 2015, 37(10): 1826-1834. DOI: 10.11779/CJGE201510011
shu
ZHUANG Xiao-ying, ZHANG Xue-jian, ZHU He-hua. 3-D finite element model for destruction process of segment joints of shield tunnel using elastoplastic and damage constitutive methods[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(10): 1826-1834. DOI: 10.11779/CJGE201510011
Citation: ZHUANG Xiao-ying, ZHANG Xue-jian, ZHU He-hua. 3-D finite element model for destruction process of segment joints of shield tunnel using elastoplastic and damage constitutive methods[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(10): 1826-1834. DOI: 10.11779/CJGE201510011
shu

盾构管片接头破坏的弹塑性-损伤三维有限元模型研究  English Version

  • 1. 同济大学土木工程学院地下建筑与工程系，上海 200092;
    2．同济大学岩土及地下工程教育部重点实验室，上海 200092;
    3. 同济大学土木工程防灾国家重点实验室，上海 200092

基金项目: 国家“973”重点基础发展计划项目（2011CB013800）
详细信息
    作者简介:

    庄晓莹(1983- )，女，上海人，博士，副教授，从事计算力学领域的教学和科研工作。E-mail: xiaoying.zhuang@gmail.com。

  • 中图分类号: A

3-D finite element model for destruction process of segment joints of shield tunnel using elastoplastic and damage constitutive methods

  • 1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China;
    2. Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education,Tongji University, Shanghai 200092, China;
    3. State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China

摘要

    摘要
  • 摘要: 分别采用弹塑性本构和弹塑性损伤本构，建立盾构管片接头三维有限元模型，模拟正负弯矩下接头压弯破坏全过程。与实验对比后表明：初始加减阶段采用弹塑性本构和损伤本构得到的结构变形曲线基本重合，且与试验值吻合较好;荷载进一步加大后，采用损伤本构进行分析，其结果更接近试验值，且可更好地模拟结构承载力下降过程。通过有限元网格的收敛性分析，证明网格划分的合理性并给出此类有限元模型网格大小的建议值。最后根据数值模拟结果给出管片接头健康评价指标。
    Abstract: Using the elastoplastic and damage constitutive methods for concrete respectively, a 3-D FEM model for segment joints of shield tunnel is established to simulate the process of bending failure under positive and negative loads. By comparing the simulated results with the experimental data, at the initial stage, the deformation curve is almost coincident with the FEM using the elastoplastic and damage constitutive methods, and both of them show a good agreement with the test results. With the increasing load, the results using the damage constitutive method are closer to the experimental values, and it can simulate the dropping process of structural bearing capacity better. Through the convergence analysis of FEM, the rationality of mesh generation is proved, and the grid sizes of similar element models are suggested. Finally, based on the simulated results, some evaluation indices for health assessment of segment joints are proposed.
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    • 参考文献(22)
  • [1] 曾东洋, 何 川. 地铁盾构隧道管片接头刚度影响因素研究[J]. 铁道学报, 2005(4): 90-95. (ZENG Dong-yang, HE Chuan. Study on factors influential in metro shield tunnel segment joint bending stiffness[J]. Journal of the China Railway Society, 2005(4): 90-95. (in Chinese))
    [2] 陈俊生, 莫海鸿. 盾构隧道管片接头抗弯刚度的三维数值计算[J]. 铁道学报, 2009(4): 87-91. (CHEN Jun-sheng, MO Hai-hong. Three-dimensional FEM analysis on flexural rigidity of segment joints in shield tunnel[J]. Journal of the China Railway Society, 2009(4): 87-91. (in Chinese))
    [3] 闫治国, 丁文其, 沈碧伟, 等. 输水盾构隧道管片接头力学与变形模型研究[J]. 岩土工程学报, 2011(8): 1185-1191. (YAN Zhi-guo, DING Wen-qi, SHEN Bi-wei, et al. Structural model for radial joints of water-conveyance shield tunnels[J]. Chinese Journal of Geotechnical Engineering, 2011(8): 1185-1191. (in Chinese))
    [4] 胡志平, 罗丽娟, 蔡志勇. 盾构隧道管片衬砌的平板壳-弹性铰-地基系统模型[J]. 岩土力学, 2005, 26(9): 1403-1408. (HU Zhi-ping, LUO Li-juan, CAI Zhi-yong. Study on flat shell-elastic hinge- foundation model in shield tunnel[J]. Rock and Soil Mechanics, 2005, 26(9): 1403-1408. (in Chinese))
    [5] CHEN Jun-sheng, MO Hai-hong. Mechanical behavior of segment rebar of shield tunnel in construction stage[J]. Journal of Zhejiang University (Science A), 2008, 9(7): 888-899.
    [6] 彭益成, 丁文其, 朱合华, 等. 盾构隧道衬砌结构的壳-接头模型研究[J]. 岩土工程学报, 2013, 35(10): 1823-1829. (PENG Yi-cheng, DING Wen-qi, ZHU He-hua, et al. Shell-joint model for lining structures of shield-driven tunnels[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(10): 1823-1829. (in Chinese))
    [7] 葛世平, 谢东武, 丁文其, 等. 盾构管片接头简化数值模拟方法[J]. 岩土工程学报, 2013, 35(9): 1600-1605. (GE Shi-ping, XIE Dong-wu, DING Wen-qi, et al. Simplified numerical simulation method for segment joints of shield tunnels[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(9): 1600-1605. (in Chinese))
    [8] ARNAU O, MOLINS C. Three-dimensional structural response of segmental tunnel linings[J]. Engineering Structures, 2012, 44(6): 210-221.
    [9] 朱合华, 黄伯麒, 李晓军, 等. 盾构衬砌管片接头内力—变形统一模型及试验分析[J]. 岩土工程学报, 2014, 35(12): 2153-2160. (ZHU He-hua, HUANG Bo-qi, LI Xiao-jun, et al. Hashimoto tadashi. unified model between internal force and deformation of shield segment joint and experimental analyses[J]. Chinese Journal of Geotechnical Engineering, 2014, 35(12): 2153-2160. (in Chinese))
    [10] 闫治国, 彭益成, 丁文其, 等. 青草沙水源地原水工程输水隧道单层衬砌管片接头荷载试验研究[J]. 岩土工程学报, 2011, 33(9): 1385-1390. (YAN Zhi-guo, PENG Yi-cheng, DING Wen-qi, et al. Load tests on segment joints of single lining structure of shield tunnel in Qingcaosha water conveyance project[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(9): 1385-1390. (in Chinese))
    [11] 朱合华, 崔茂玉, 杨金松. 盾构衬砌管片的设计模型与荷载分布的研究[J]. 岩土工程学报, 2000, 22(2): 190-194. (ZHU He-hua, CUI Mao-yu, YANG Jin-song. Design model for shield lining segments and distribution of loads[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(2): 190-194. (in Chinese))
    [12] 张雪健, 庄晓莹, 朱合华. 盾构隧道管片接头三维数值模型边界条件研究[C]// 第十三届海峡两岸隧道与地下工程学术与技术研讨会. 南宁, 2014: 153-158. (ZHANG Xue-jian, ZHUANG Xiao-ying, ZHU He-hua. Study on boundary conditions of three-dimensional numerical models for segment joints[C]// The Thirteenth Cross-strait Academic and Technical Seminars on Tunnel and Underground Engineering. Nanning, 2014: 153-158. (in Chinese))
    [13] 王 臻. 盾构隧道环向接头精细化力学特性研究[D]. 上海: 同济大学, 2013: 11-45. (ZHEN Wang. Research on refined mechanical property of circumferential joints of shield tunnel[D]. Shanghai: Tongji University, 2013: 11-45. (in Chinese))
    [14] 李 杰, 吴建营, 陈建兵. 混凝土随机损伤力学[M]. 北京:科学出版社, 2013: 55-79. (LI Jie, WU Jian-ying, CHEN Jian-bing. Stochastic damage mechanics of concrete[M]. Beijing: The Science Press, 2013. (in Chinese))
    [15] GB50010—2010混凝土结构设计规范[S]. 北京: 中国建筑工业出版社, 2010. (GB50010—2010 Concrete structure design code[S]. Beijing: China Architecture and Building Press, 2010. (in Chinese))
    [16] BIRTEL V, MARK P. Parameterised finite element modelling of RC beam shear failure[C]//2006 ABAQUS User's Conference. Taiwan, 2006: 95-108.
    [17] 陆新征, 叶列平. 建筑抗震弹塑性分析[M]. 北京: 中国建筑工业出版社, 2009: 105-471. (LU Xin-zheng, YE Lie-ping. Building seismic elastic-plastic analysis[M]. Beijing: China Architecture and Building Press, 2009: 105-471. (in Chinese))
    [18] 张 俊. 有限元网格划分和收敛性(一)[J]. CAD/CAM与制造业信息化, 2010(4): 99-103. (ZHANG Jun. The finite element grid divided and convergence[J]. CAD/CAM and Manufacturing Informatization, 2010(4): 99-103. (in Chinese))
    [19] 章春亮. 有限元分析中的单元质量和计算精度[J]. 轻工机械, 2002(1): 56-59. (ZHANG Chun-liang. Meshing quality and calculation precision of finite element analysis[J]. Light Industry Machiner, 2002(1): 56-59. (in Chinese))
    [20] BELYTSCHKO T, LU Y Y, GU L. Element‐free Galerkin methods[J]. International Journal for Numerical Methods in Engineering, 1994, 37(2): 229-256.
    [21] ZHUANG X, ZHU H, AUGARDE C. An improved meshless Shepard and least squares method possessing the delta property and requiring no singular weight function[J]. Computational Mechanics, 2014, 53(2): 343-357.
    [22] 王如路, 张冬梅. 超载作用下软土盾构隧道横向变形机理及控制指标研究[J]. 岩土工程学报, 2013, 35(6): 1092-1101. (WANG Ru-lu, ZHANG Dong-mei. Mechanism of transverse deformation and assessment index for shield tunnels in soft clay under surface surcharge[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(6): 1092-1101. (in Chinese))
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  • 收稿日期:  2014-09-20
  • 发布日期:  2015-10-19

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