张会远, 管巧艳, 骆晓阳, 吴锐, 付敏. 管道穿越滑坡下静力学与数值模拟对比分析[J]. 煤田地质与勘探, 2017, 45(1): 85-89,94. DOI: 10.3969/j.issn.1001-1986.2017.01.017
引用本文: 张会远, 管巧艳, 骆晓阳, 吴锐, 付敏. 管道穿越滑坡下静力学与数值模拟对比分析[J]. 煤田地质与勘探, 2017, 45(1): 85-89,94. DOI: 10.3969/j.issn.1001-1986.2017.01.017
ZHANG Huiyuan, GUAN Qiaoyan, LUO Xiaoyang, WU Rui, FU Min. Comparative analysis of statics and numerical simulation of buried gas pipeline crossing landslide[J]. COAL GEOLOGY & EXPLORATION, 2017, 45(1): 85-89,94. DOI: 10.3969/j.issn.1001-1986.2017.01.017
Citation: ZHANG Huiyuan, GUAN Qiaoyan, LUO Xiaoyang, WU Rui, FU Min. Comparative analysis of statics and numerical simulation of buried gas pipeline crossing landslide[J]. COAL GEOLOGY & EXPLORATION, 2017, 45(1): 85-89,94. DOI: 10.3969/j.issn.1001-1986.2017.01.017

管道穿越滑坡下静力学与数值模拟对比分析

Comparative analysis of statics and numerical simulation of buried gas pipeline crossing landslide

  • 摘要: 以管道横穿一滑坡工程实例为背景,利用ANSYS有限元分析软件建立管道横穿滑坡的力学数值模拟模型,采用FLAC3D软件对管道受力变形进行模拟研究,并采用静力学解析计算的方法,对管道变形受力状态进行分析研究,获得了管道临界破坏时管道的应变及应力和滑坡位移等特征。两种分析方法结果基本一致,结果均表明:管道横穿滑坡时,管道两端最易发生破坏。滑坡体管道正中部位变形最大,两侧变形变小,挠度变形曲线表现为正态分布;管道两端应力最大,中部正弯两侧负弯,和两端固定简支梁承受均布荷载弯矩形态一致。在静力学分析的基础上进行数值模拟分析对管道地质灾害的预测预警更准确。

     

    Abstract: The paper, taking an engineering project of a pipeline crossing a landslide as background, used the software of finite element analysis ANSYS to set up the mechanical numerical simulation model of a pipeline crossing a landslide, and software FLAC3D to conduct simulation study of load and deformation of the pipeline, adopted analytical calculation method of statics to analyze and study the deformation and stress status of the pipeline, obtained the characteristcs such as strain and stress of the pipeline, as well as landslide displacement during the critical failure of the pipeline. The results of the two methods were identical, and showed that when the pipeline passed cross the landslide, the two ends of the pipeline were the most easy to failure. The deformation of the middle of the pipeline in the landslide was the biggest, and the deformation at two sides became smaller, the deflection deformation curve exhibited normal distribution. The stress at the two sides of the pipeline was the biggest,the middle of the pipeline was positively curved, the two sides of the pipeline were negatively curved, which was in accordance with the bending moment pattern of the uniform load beared on the fixed simple support beam at the two ends. To conduct the numerical simulation analysis on the basis of analysis of statistics has thereoretically guiding signficance for the research on the geological hazard of pipeline.

     

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