Large Deformation Analysis of Buried Pipeline

Ren Zuo Wang; Shih Hung Chen; Chao Hsun Huang; Bing Chang Lin; Chung Yue Wang

doi:10.4028/www.scientific.net/AMM.405-408.759

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 405-408Large Deformation Analysis of Buried Pipeline

Large Deformation Analysis of Buried Pipeline

Abstract:

In this paper, a set of the procedures of the numerical simulation for the buried pipeline is proposed. These numerical procedures are used to compute the large deformations of the buried pipeline through the fault. In order to simulate the fault slip, displacement control is adopted. The geometric and material nonlinearity of buried pipe are considered. The beam elements are used to calculate the buckling deformation of the pipe. The ASCE (1984) soil spring models (SSM) are used to model the interaction of deformation of the soil and the buried pipe. In order to confirm rationality of numerical results using SSM, comparison between experiment result in Cornell University (CU) [5], Trautmann and ORourke experiment results [7] and SSM numerical results are studied. Two examples demonstrate the accuracy of the proposed procedures.

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Periodical:

Applied Mechanics and Materials (Volumes 405-408)

Pages:

759-762

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.405-408.759

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Online since:

September 2013

Authors:

Ren Zuo Wang, Shih Hung Chen, Chao Hsun Huang, Bing Chang Lin, Chung Yue Wang

Keywords:

Buckling Deformation, Buried Pipe, Soil Spring

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References

[1] N.M. Newmark and W.J. Hall: Pipeline Design to Resist Large Fault Displacement, Proc. U. S. National Confer, Earthquake Eng (1975), p.416.

Google Scholar

[2] R.P. Kennedy, S.A. Short and A.C. Darrow: Seismic Design of Oil Pipeline Systems, J. Technical Councils of ASCE, Vol. 105(1) (1979), p.119.

DOI: 10.1061/jtcad9.0000022

Google Scholar

[3] L.R.L. Wang and Y.H. Yeh: A refined seismic analysis and design of buried pipeline for fault movement, Earthquake engineering & structural dynamics, Vol. 13(1) (1985), p.75.

DOI: 10.1002/eqe.4290130109

Google Scholar

[4] CU, RPI and Science Discovery Center: NEESR-SG, Annual Report, (2007).

Google Scholar

[5] S. Takada, J.W. Liang and T. Li: Shell-Mode Response of Buried Pipelines to Large Fault Movements, Journal of Structural Engineering, Vo1. 44A (1998), p.1637.

Google Scholar

[6] A.S. Veletsos: Seismic response and design of liquid storage tanks. Guidelines for the seismic design of oil and gas pipeline systems (1984), p.255.

Google Scholar

[7] C.H. Trautmann and T.D. O'Rourke: Lateral-force displacement response of buried pipe, Journal of Geotechnical Engineering, Vol. 111(9) (1985), p.1077.

DOI: 10.1061/(asce)0733-9410(1985)111:9(1077)

Google Scholar

[8] D.K. Karamitros, G.D. Bouckovalas and G.P. Kouretzis: Stress Analysis of Buried Steel Pipelines at Strike-Slip Fault Crossings, Soil Dynamics and Earthquake Engineering, ASCE, Vol. 27(3) (2007), p.200.

DOI: 10.1016/j.soildyn.2006.08.001

Google Scholar