Numerical Analysis and Strength Evaluation of an Exposed River Crossing Pipeline with Casing Under Flood Load

  • Xiaoben Liu College of Mechanical and Transportation Engineering
  • Hong Zhang
  • Mengying Xia
  • Yanfei Chen
  • Kai Wu
  • Baodong Wang

Abstract

Pipelines in service always experience complicated loadings induced by operational and environmental conditions. Flood is one of the common natural hazard threats for buried steel pipelines. One exposed river crossing X70 gas pipeline induced by flood erosion was used as a prototype for this study. A mechanical model was established considering the field loading conditions. Morison equations were adopted to calculate distributional hydrodynamic loads on spanning pipe caused by flood flow. Nonlinear soil constraint on pipe was considered using discrete nonlinear soil springs. An explicit solution of bending stiffness for pipe segment with casing was derived and applied to the numerical model. The von Mises yield criterion was used as failure criteria of the X70 pipe. Stress behavior of the pipe were analyzed by a rigorous finite element model established by the general-purpose Finite-Element package ABAQUS, with 3D pipe elements and pipe-soil interaction elements simulating pipe and soil constraints on pipe, respectively. Results show that, the pipe is safe at present, as the maximum von Mises stress in pipe with the field parameters is 185.57 MPa. The critical flow velocity of the pipe is 5.8 m/s with the present spanning length. The critical spanning length of the pipe is 467 m with the present flow velocity. The failure pipe sections locate at the connection point of the bare pipe and the pipe with casing or the supporting point of the bare pipe on riverbed.

Keywords: finite element analysis, river crossing, buried X70 pipe, flood load, pipe soil interaction
Published online
2018-06-01
How to Cite
Liu, X., Zhang, H., Xia, M., Chen, Y., Wu, K., & Wang, B. (2018). Numerical Analysis and Strength Evaluation of an Exposed River Crossing Pipeline with Casing Under Flood Load. Periodica Polytechnica Civil Engineering, 62(4), 911-920. https://doi.org/10.3311/PPci.11605
Section
Research Article