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Introduction of the axial force terms to governing equation for buried pipeline subjected to strike-slip fault movements

机译:沿走滑断层运动的地下管道控制方程中引入了轴向力项

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摘要

In past studies, several simplification assumptions exist in analytical methodologies and the axial force effect is calculated through external formulations and applied as a constant value to parts of the partitioned governing equations. However, applicability range of them is limited and can lead to significant errors with increasing solution complexity. In this study, we establish an improved governing equation to analyze buried pipeline as a linear material subjected to active strike-slip faults. This approach includes geometrical nonlinearity effects and exact axial force terms of the pipeline inside governing equation, and requires no additional external calculations, which significantly increases application range and accuracy even in the case of large deformation. The proposed methodology is verified against finite element-based results with various faulting angles and displacement ranges. Results of the analytical methods are in good agreement with numerical results in both qualitative and quantitative aspects even for cases with large fault movements.
机译:在过去的研究中,分析方法中存在一些简化的假设,并且通过外部公式计算轴向力效应,并将其作为常数应用于部分分配的控制方程式中。但是,它们的适用范围有限,并且随着解决方案复杂性的提高,可能导致重大错误。在这项研究中,我们建立了一个改进的控制方程,以分析地下管道作为承受主动走滑断层的线性材料。这种方法包括几何非线性效应和控制方程内部的管道的精确轴向力项,并且不需要额外的外部计算,即使在大变形的情况下,也显着增加了应用范围和精度。针对具有不同断层角和位移范围的基于有限元的结果,对所提出的方法进行了验证。即使对于断层运动较大的情况,分析方法的结果在定性和定量方面都与数值结果非常吻合。

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