Crack growth model of pipeline steels in near-neutral pH soil enviroments

Proceedings of the Biennial International Pipeline Conference, IPC

Volumn 2, Issue , 2009, Pages 713-722

  Chen, Weixing ^a   Kania, R ^b   Worthingham, R ^b   Kariyawasam, S ^b  

^a UNIVERSITY OF ALBERTA   (Canada)

^b TRANSCANADA PIPELINES LIMITED   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

COMPACT TENSION SPECIMEN; CORROSIVITY; CRACK GROWTH; CRACK GROWTH BEHAVIOR; CRACK GROWTH DATA; CRACK GROWTH MODEL; CRACK GROWTH RATES; CT SPECIMENS; FATIGUE MODEL; FULL SCALE TESTS; GROWTH MODELS; LABORATORY TEST; LOADING FREQUENCIES; LONG CRACKS; MAXIMUM STRESS INTENSITY; NEAR-NEUTRAL PH; PIPE INTEGRITY; PIPELINE STEEL; SHALLOW CRACKS; SOIL ENVIRONMENT; STRESS INTENSITY FACTOR RANGE;

ASPHALT PAVEMENTS; CORROSION FATIGUE; CRACK PROPAGATION; GEOLOGIC MODELS; PIPELINES; SOILS; STEEL PIPE; STRESS ANALYSIS; STRESS INTENSITY FACTORS;

CRACKS;

EID: 70350070205     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1115/IPC2008-64475     Document Type: Conference Paper

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