Collapse and Buckling Behaviors of Reinforced Thermoplastic Pipe Under External Pressure

Author:

Bai Yong1,Wang Nuosi1,Cheng Peng1,Qiao Hongdong1,Yu Binbin1

Affiliation:

1. Institute of Structural Engineering, Zhejiang University, Hangzhou 310058, China e-mail:

Abstract

The collapse and buckling behaviors of reinforced thermoplastic pipe (RTP) under external pressure are studied in this paper. A theoretical model which includes axial and shear deformation is applied based on the model initially proposed by Kyriakides and his coworkers. Simulation of the reinforced layers of RTP is simplified using equivalent stiffness method. The load–displacement relation of RTP under external pressure is obtained based on the theoretical model. A three-dimensional (3D) finite element model (FEM) is also built to simulate the response of RTP using the software abaqus. Numerical simulation results from abaqus are similar to those from theoretical model. Besides, external pressure tests for RTP are carried out and the test results are compared with the analyzed results. Finally, factors that influence the external pressure capacity are also studied.

Publisher

ASME International

Subject

Mechanical Engineering,Ocean Engineering

Reference16 articles.

1. Dalmolen, L. G. P., Kruyer, Ir. M., and Cloos, P. J., 2009, “Offshore Applications of “Reinforced Thermoplastic Pipe” (RTP),” Business Unit Soluforce, Pipelife Nederland B. V. MERL Conference, pp. 14–18.

2. The Plastic Buckling of Long Cylindrical Shells Under Pure Bending;Int. J. Solid Struct.,1980

3. On the Collapse of Inelastic Thick-Walled Tubes Under External Pressure;ASME J. Energy Resour. Technol.,1986

4. Asymmetric Collapse of Offshore Pipelines Under External Pressure;Ships Offshore Struct.,2012

5. Buckling Analysis of Thick-Walled Composite Pipe Under External Pressure;J. Compos. Mater.,1997

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