The Analysis of Pipeline’s Penetration Laid on the Elastic-Plastic Seabed Based on the ABAQUS Software

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Abstract:

The pipeline’s stability is the key problem of submarine pipeline’s design. In order to supply the theory basis for the pipeline’s design, the ABAQUS software has been adopted to analyze the pipe/soil system. The Ramberg-Osgood model has been adopted to simulate the seabed; the contact pair also adopted to simulate the pipe/soil system, the dynamic boundary contact problem of pipe embedded into the seabed has been analyzed. The computation has been operated according to change pipe’s subweight, environment load, pipe’s diameter, yielding stress and so on. The computation results have shown that these parameters have effects on the pipe’s penetration.

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416-420

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August 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] H. Brennodden,O. Sveggen, Full-scale pipe/soil interaction tests[J]. OTC Paper 5338, (1986).

DOI: 10.4043/5338-ms

Google Scholar

[2] D.A. Wanger J.D. Murff,H. Brennodden, Pipe-Soil Interaction model, Proceedings of Nineteenth Annual Offshore Technology Conference[J], 1987, paper OTC 5504: 181-190.

DOI: 10.4043/5504-ms

Google Scholar

[3] A.C. Palmer, Lateral Resistance of Marine Pipelines on Sand, Proceedings of 20th Annual Offshore Technology Conference[J], 1988, Paper OTC5853: 399-408.

Google Scholar

[4] D.W. Allen, W.F. Lammert et al., Submarine Pipeline On-Bottom Stability: Recent AGA Research, Proceedings of 21st Annual Offshore Technology Conference[J], 1989, Paper OTC 6055: 121-132.

DOI: 10.4043/6055-ms

Google Scholar

[5] H. Brennodden J.T. Lieng,T. Sotberg R.L.P. Verley. An energy-based pipe/soil interaction model[J]. OTC paper 6057, (1989).

DOI: 10.4043/6057-ms

Google Scholar

[6] Det norske Veritas. On-bottom stability design of submarine pipeline, Recommended Practice 305[M], (1988).

Google Scholar

[7] J.R. Hale W.F. Lammert et al Pipeline On-bottom Stability Calculations: Comparison of two state-of–the art methods and pipe-soil Verification, Proceedings of 23rd Annual Offshore Technology Conference[J], 1991, Paper OTC 6761: 567-581.

DOI: 10.4043/6761-ms

Google Scholar

[8] Gu Xiaoyun, Gao Fuping, Pu Qun. Wave-soil-pipe coupling effect upon submarine pipeline on-bottom stability[J]. Acta Mechanica Sinica (English Series) 2001, 17(1): 86-96.

DOI: 10.1007/bf02487772

Google Scholar

[9] Gao fuping, Gu xiaoyun, Puqun, Experimental research on the instability process of submarine pipelines[J], Chinese Journal of Geotechnical Engineering, 2000, 22(3), 304-308.

Google Scholar

[10] C.G. Lyons, Soil Resistance to Lateral Sliding of Marine Pipelines, Proceedings of Fifth Annual Offshore Technology Conference[J], 1973, Paper OTC 1876: 479-484.

DOI: 10.4043/1876-ms

Google Scholar

[11] Mei CC., Foda M F. Wave-induced Stresses around a Pipe laid on a Poroelastic Seabed. Geotechnique[J], 1981b, 31: 09-517.

Google Scholar

[12] Yong Bai et al., A fininte-Element Model for In-Situ Behavior Offshore Pipelines On Uneven Seabed and Its Application to On-Bottom Stability, Proc. 9Int. Offshore and Polar Engineering Conference[J], 1999, Vol. IIPP. 132-140.

Google Scholar

[13] ABAQUS6. 6 Standard User's Manual[M].

Google Scholar