Laying Modeling of Submarine Pipelines Using Contact Elements Into a Corotational Formulation
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[1] Jesse R. Wilkins. Offshore Pipeline Stress Analysis , 1970 .
[2] Giulio Maier,et al. Elastic and elasto-plastic analysis of submarine pipelines as unilateral contact problems , 1978 .
[3] Robert Davis Cook,et al. Finite Element Modeling for Stress Analysis , 1995 .
[4] Poon-Hwei Chuang,et al. ELASTIC ANALYSIS OF SUBMARINE PIPELINES , 1992 .
[5] K. Bathe. Finite Element Procedures , 1995 .
[6] Marco Ciaccia,et al. Nonlinear 3D Finite Element Formulation for the Analysis of Submarine Pipelines During Laying Operations , 2002 .
[7] E. Dvorkin,et al. On a non‐linear formulation for curved Timoshenko beam elements considering large displacement/rotation increments , 1988 .
[8] B. J. Hsieh,et al. Non-Linear Transient Finite Element Analysis with Convected Co--ordinates , 1973 .
[9] P. D. Panagiotopoulos,et al. On the unilateral contact problem of structures with a non quadratic strain energy density , 1977 .
[10] Bulent A. Ovunc. Geometrical Nonlinearity in Offshore Pipelines , 1990 .
[11] D. W. Dareing,et al. Marine Pipeline Analysis Based on Newton’s Method With an Arctic Application , 1970 .
[12] S. J. Salon,et al. Introduction to Finite Elements , 1995 .
[13] C. Oran. Tangent Stiffness in Plane Frames , 1973 .