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发布时间：2019-03-09

论文类型：期刊论文

发表时间：2015-10-01

发表刊物：MARINE STRUCTURES

收录刊物：Scopus、EI、SCIE

卷号：43

页面范围：125-137

ISSN号：0951-8339

关键字：Unbonded flexible pipe; Biaxial bending; Tension gradient; Return-mapping algorithm

摘要：An analytical model is given to investigate, the behavior of unbonded flexible pipes under biaxial dynamic bending. The stick-slip conditions of each wire are studied in the framework of incremental analysis by an operator splitting of the time step into a stick-state prediction and a slip-state correction step. The tension gradient is calculated using the classical return-mapping algorithm and the obtained tension gradients are integrated numerically to find the axial tension by imposing appropriate boundary conditions. From the axial tension the bending moments with respect to the principal bending axes of the pipe are obtained. Poisson's effect, bending induced tension in the wire, shear deformations of the supporting plastic layer and the changes of the effective torsion and curvature increments of the wire after slip occurs are taken into account in the model. The results of bending moment curvature relationship from this model are compared with the test data from simple bending and good correlations are found. The comparison of the biaxial bending moment results between this model and the available model also shows good agreement. (C) 2015 Elsevier Ltd. All rights reserved.