Method yields download force to arrest upheaval buckling in offshore lines

Oil and Gas Journal

Volumn 97, Issue 30, 1999, Pages 78-83

  Kim, Hong O ^a   Chang, Donald C ^b  

^a Gulf Interstate Engineering Co ^*

^b Gulf Interstate Engineering Company   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BENDING STRENGTH; BOUNDARY CONDITIONS; BUCKLING; COMPRESSIVE STRESS; DEFECTS; EQUATIONS OF MOTION; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; STABILITY;

BEAM COLUMN THEORY; BENDING STRESS; DOWNLOAD FORCE; EQUATION OF EQUILIBRIUM; FINITE ELEMENT PROGRAM; UPHEAVAL BUCKLING;

OFFSHORE PIPELINES;

BUCKLING; DESIGN; SUBMARINE PIPELINE;

BUCKLING; DESIGN METHOD; SUBMARINE PIPELINE;

EID: 0033396542     PISSN: 00301388     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (2)

1. Klever, F.J., van Helvoirt, L.C., and Sluyterman, A.C., "A Dedicated Finite-Element Model for Analyzing Upheaval Response of Submarine Pipelines," Proceedings, 22nd Annual Offshore Technology Conference, Houston, 1990.
2. Palmer, A.C., Ellinas, C.P., Richards, D.M., and Guijt, J., "Design of Submarine Pipelines Against Upheaval Buckling," Proceedings, 22nd Annual Offshore Technology Conference, Houston, (1990).