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J. Fowler, E. Klementich, J. Chappell (1983)
Analysis and Testing of Factors Affecting Collapse Performance of CasingJournal of Energy Resources Technology-transactions of The Asme, 105
K. Bathe, E. Dvorkin (1985)
A four‐node plate bending element based on Mindlin/Reissner plate theory and a mixed interpolationInternational Journal for Numerical Methods in Engineering, 21
E. Dvorkin, S. Vassolo (1989)
A quadrilateral 2‐D finite element based on mixed interpolation of tensorial componentsEngineering Computations, 6
K. Bathe, E. Dvorkin (1986)
A formulation of general shell elements—the use of mixed interpolation of tensorial components†International Journal for Numerical Methods in Engineering, 22
E. Corona, S. Kyriakides (1987)
AN UNUSUAL MODE OF COLLAPSE OF TUBES UNDER COMBINED BENDING AND PRESSUREJournal of Pressure Vessel Technology-transactions of The Asme, 109
D. Brush, B. Almroth, J. Hutchinson (1975)
Buckling of Bars, Plates and Shells
E. Dvorkin, A. Assanelli, Rita Toscano (1996)
Performance of the QMITC element in two-dimensional elasto-plastic analysesComputers & Structures, 58
O. Heise, E. Esztergar (1970)
Elastoplastic Collapse of Tubes Under External PressureJournal of Engineering for Industry, 92
E. Brigham (1988)
Fast Fourier Transform and Its Applications
E. Dvorkin, K. Bathe (1984)
A continuum mechanics based four‐node shell element for general non‐linear analysisEngineering Computations, 1
R. Hill (1950)
The mathematical theory of plasticity
H. Mimura, T. Mimaki, T. Tamano (1987)
Finite element analysis of collapse strength of casingNippon steel technical report. Overseas
W. Press, S. Teukolsky (1990)
Numerical recipesComputers in Physics, 4
Johann A´rbocz, Charles Babcock (1968)
The effect of general imperfections on the buckling of cylindrical shellsJournal of Applied Mechanics, 36
M. Shunmugam (1991)
Criteria for Computer-Aided Form EvaluationJournal of Engineering for Industry, 113
M. Yeh, S. Kyriakides (1988)
Collapse of Deepwater PipelinesJournal of Energy Resources Technology-transactions of The Asme, 110
J. Arbocz, Jerry Williams (1977)
Imperfection Surveys on a 10-ft-Diameter Shell StructureAIAA Journal, 15
Y. Tomita, A. Shindo (1982)
On the bifurcation and post-bifurcation behaviour of thick circular elastic-plastic tubes under lateral pressureComputer Methods in Applied Mechanics and Engineering, 35
The production of steel pipes with guaranteed external collapse pressure (e.g. high collapse casings for oil wells) requires the implementation of an accurate process control. To develop that process control it is necessary to investigate how different parameters affect the external collapse pressure of the pipes. Experimental/numerical techniques implemented to investigate the collapse behavior of steel pipes are presented. The discussion of the experimental techniques includes the description of the facilities for performing external pressure collapse tests and the description of an imperfections measuring system. The numerical techniques include 2D and 3D finite element models. The effects on the value of the pipes' external collapse pressure of their shape, residual stresses and material properties are discussed.
Engineering Computations: International Journal for Computer-Aided Engineering and Software – Emerald Publishing
Published: Jun 1, 2000
Keywords: Steel; Pipes; Pressure; Process control
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