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Experimental and numerical researches of precast segment under radial dislocation conditions

机译:径向错位条件下预制段的试验与数值研究

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With the increase of tunnels constructed by the tunnel boring machine (TBM), the widely observed cracks of segment lining severely jeopardize the safety and durability of tunnels. This paper is to investigate these cracks on segment linings under radial dislocation conditions using scaled experiments, field observations and numerical simulations. First, three radial dislocation types of segment lining were categorized and their corresponding crack patterns were summarized from the in-situ statistical analysis of 78 damaged segment rings. Secondly, to investigate the influence of radial dislocation on the evolutions of cracks and the crack patterns of segment lining, an experimental platform was originally developed. The program consisted of three specimens under different radial dislocation types, including the non-radial dislocation segment type, radial dislocation on the key segment type and radial dislocation on the standard segment type. Experimental results proved that the radial dislocation had a significant influence on the crack patterns of segment linings, and in particular different radial dislocation types could finally lead to different evolution types of failure and finally different crack patterns of segment lining. Finally, a non-linear 3D finite element model (FEM) was further conducted to explore the formation mechanisms of cracks, and numerical results were in good agreement with experimental data. The numerical analysis demonstrated that once the radial dislocation segment appeared, the bending moment of the segment lining increased sharply at the arch crown. Meanwhile the bending moment crossing phenomenon also occurred on the radial dislocation segment. In addition, this abrupt stress state variation of segment lining caused a non-uniform global stress distribution of segment lining and different types of local stress concentration, which was more likely to cause the cracks on the segment lining. It was worth to emphasizing that the radial dislocation types had a significant influence on the overall stress distributions of the segment lining, which consequently resulted in different crack patterns of segment lining.
机译:随着隧道掘进机(TBM)建造隧道的增加,广泛观察到的节段衬砌裂缝严重危害了隧道的安全性和耐久性。本文旨在通过比例实验,现场观察和数值模拟研究径向错位条件下节段衬砌上的这些裂纹。首先,对节段衬砌的三种径向错位类型进行了分类,并通过对78个受损节段环的现场统计分析总结了它们相应的裂纹模式。其次,为了研究径向错位对裂纹演化和分段衬砌裂纹模式的影响,最初开发了一个实验平台。该程序由三个在不同径向错位类型下的标本组成,包括非径向错位节段类型,关键节段类型上的径向错位和标准节段类型上的径向错位。实验结果证明,径向位错对节段衬砌的裂纹形态有重要影响,特别是不同的径向位错类型最终会导致不同的破坏演化类型,最终导致节段衬砌的裂纹形态不同。最后,进一步建立了非线性3D有限元模型(FEM),探讨了裂纹的形成机理,数值结果与实验数据吻合良好。数值分析表明,一旦出现径向错位节段,拱顶处节段衬里的弯矩就会急剧增加。同时,径向错位段也发生了弯矩穿越现象。此外,节段衬砌的这种突然的应力状态变化导致节段衬砌的整体应力分布不均匀以及不同类型的局部应力集中,这更有可能导致节段衬砌上的裂纹。值得强调的是,径向位错类型对节段衬砌的整体应力分布有显着影响,因此导致节段衬砌的裂缝模式不同。

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