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首页> 外文期刊>Journal of Pipeline Systems Engineering and Practice >Modeling and Parametric Study of Gasketed Bell and Spigot Joint in Buried RC Pipeline
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Modeling and Parametric Study of Gasketed Bell and Spigot Joint in Buried RC Pipeline

机译:埋入式钢筋混凝土管道中垫圈与锥子接头的建模与参数研究

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摘要

Joints in buried pipelines have diverse configurations and materials, and are subjected to different loading and installation conditions which will influence their performance. Therefore these parameters need to be examined, because joints play an important role in pipeline longevity. This research study developed a numerical model for a buried RC pipeline with a gasketed bell and spigot joint subjected to surface loads representing service conditions. The model was calibrated against experimental data and captured close to 80% of the joint rotation angle and the patterns of hoop strain at the joint components. The model was subsequently used in parametric studies which revealed the locations where a single wheel pair produces the largest shear displacement and rotation of the joints for the burial depth examined. The studies also indicated that a tandem axle configuration produces larger joint rotation than a single axle and single wheel pair configuration. The influence of the soil envelope stiffness and the effect of pavements on the joint performance was also described.
机译:地下管道的接头具有不同的构造和材料,并且承受不同的载荷和安装条件,这将影响其性能。因此,需要检查这些参数,因为接头在管道寿命中起着重要作用。这项研究研究开发了一种用于埋入式RC管道的数值模型,该管道具有带垫圈的钟形和异形接头,承受代表使用条件的表面载荷。该模型针对实验数据进行了校准,并捕获了接近80%的关节旋转角度和关节组件处的箍应变模式。该模型随后用于参数研究中,揭示了单个车轮对产生最大剪切位移和关节旋转的位置,以检查埋葬深度。研究还表明,串联轴配置比单轴和单轮对配置产生更大的关节旋转。还描述了土层围护结构刚度的影响以及路面对接缝性能的影响。

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