Failure analysis of natural gas buried X65 steel pipeline under deflection load using finite element method

Liu, P.F.; Zheng, Jinyang; Zhang, B.J.; Shi, Peng

doi:10.1016/j.matdes.2009.08.045

Cited by 76 publications

(30 citation statements)

References 21 publications

Supporting

Mentioning

Contrasting

Unclassified

Order By: Relevance

“…Different failure analysis studies are done on the failure of previous grades of pipelines [8][9][10][11], as some recent samples, but few studies are done on the material characterization and failure prediction of X100 grade. Researches by Hashemi et al [12,13], Tanguy et al [14] and Liessem et al [8] are from the main researches done on the characterization and failure of this grade.…”

Section: Introductionmentioning

confidence: 99%

Ductile failure of X100 pipeline steel – Experiments and fractography

2013

View full text Add to dashboard Cite

Section: Introductionmentioning

confidence: 99%

Ductile failure of X100 pipeline steel – Experiments and fractography

2013

View full text Add to dashboard Cite

“…In particular, pipeline plastic deformation failure is regarded as the crucial one [7]. However, the limit state function of pipeline plastic deformation failure is highly nonlinear, and it is not accurate enough to calculate reliability by derivation.…”

Section: Reliability Analysis Of Pipeline Plastic Deformation Failurementioning

confidence: 99%

Risk and Reliability Analysis of Deepwater Reel-Lay Installation: A Scenario Study of Pipeline during the Process of Tensioning

Hu¹,

Duan²,

Liu³

2012

View full text Add to dashboard Cite

In terms of reel-lay installation in deep water, studies on the pipeline during the process of tensioning have been completed based on theories of risk and reliability analysis and Ergonomics. Qualitative risk results, including minimum cut sets, structural importance and probability expression of system failure, are obtained from fault tree analysis. Also, quantitative risk results, mainly consisting of failure probability and reliability index of pipeline plastic deformation, are worked out through Monte Carlo simulation. Simultaneously, scientific suggestions based on Ergonomics are provided. Conclusions drawn from this paper can, to some extent, provide certain references for reel-lay installation in deep water.

show abstract

“…As reported by European Gas Pipeline Incident Data Group, the accidents caused by geological disasters accounted for 13% of the total amount of gas pipeline accidents which happened in Europe from 2004 to 2013, of which landslides accounted for 85.2% of all geological disasters, forming the leading geological disaster type (EGIG 2015). Especially under the effects of catastrophic landslides, the pipeline and even the surrounding people will be severely influenced (Honegger et al 2010;Liu et al 2010;Zheng et al 2012). With the continuous construction of large-diameter gas pipelines, an increasing number of geological disasters such as landslides caused by various factors happen along the pipeline, which brings a great challenge to the safe operation of pipelines .…”

Section: Introductionmentioning

confidence: 99%

Stress analysis on large-diameter buried gas pipelines under catastrophic landslides

Zhang

Chen

et al. 2017

Pet. Sci.

View full text Add to dashboard Cite

This paper presents a method for analysis of stress and strain of gas pipelines under the effect of horizontal catastrophic landslides. A soil spring model was used to analyze the nonlinear characteristics concerning the mutual effects between the pipeline and the soil. The Ramberg-Osgood model was used to describe the constitutive relations of pipeline materials. This paper also constructed a finite element analysis model using ABAQUS finite element software and studied the distribution of the maximum stress and strain of the pipeline and the axial stress and strain along the pipeline by referencing some typical accident cases. The calculation results indicated that the maximum stress and strain increased gradually with the displacement of landslide. The limit values of pipeline axial stress strain appeared at the junction of the landslide area and non-landslide area. The stress failure criterion was relatively more conservative than the strain failure criterion. The research results of this paper may be used as a technical reference concerning the design and safety management of large-diameter gas pipelines under the effects of catastrophic landslides.

show abstract

Failure analysis of natural gas buried X65 steel pipeline under deflection load using finite element method

Cited by 76 publications

References 21 publications

Ductile failure of X100 pipeline steel – Experiments and fractography

Ductile failure of X100 pipeline steel – Experiments and fractography

Risk and Reliability Analysis of Deepwater Reel-Lay Installation: A Scenario Study of Pipeline during the Process of Tensioning

Stress analysis on large-diameter buried gas pipelines under catastrophic landslides

Contact Info

Product

Resources

About