Compressive strain capacity of pipelines for strain-based design

Proceedings of the Biennial International Pipeline Conference, IPC

Volumn 3, Issue , 2009, Pages 523-531

  Liu, Bing ^a,b   Liu, X J ^b   Zhang, Hong ^a  

^a CHINA UNIVERSITY OF PETROLEUM   (China)

^b R and D Center of PetroChina Pipeline Company   (China)

Author keywords

Compressive Strain Limit; Girth Weld; Pipeline; Strain Based Design

Indexed keywords

AXIAL COMPRESSIVE STRAIN; AXIAL DIRECTION; AXIAL STRAIN; CODES AND STANDARDS; COMPRESSIVE STRAIN; COMPRESSIVE STRAIN LIMIT; CURVED WIDE PLATE TESTS; EXPERIMENT DATA; EXPERIMENTAL DATA; EXPERIMENTAL TEST; FINITE ELEMENT ANALYSIS; FINITE ELEMENT MODELS; FULL SCALE TESTS; GIRTH WELD; GROUND DISPLACEMENT; INTERNAL PRESSURE; LOCAL BUCKLING; PARAMETRIC EQUATION; PIPELINE DESIGN; PLASTIC STRAIN; QUANTITATIVE APPROACH; QUANTITATIVE DETERMINATIONS; STRAIN-BASED DESIGN; STRESS CRITERION; TEST DATA; Y/T-RATIO;

AMPLIFICATION; BUCKLING; CEMENTS; COLUMNS (STRUCTURAL); DESIGN; FAILURE ANALYSIS; FINITE ELEMENT METHOD; PIPE; PIPELINE CODES; PIPELINES; PLASTIC PIPE; PRESSURE EFFECTS; SAFETY FACTOR; THERMOANALYSIS; WELDING; WELDS;

TENSILE STRAIN;

EID: 70350075244     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1115/IPC2008-64030     Document Type: Conference Paper

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