Collapse and Buckling Behaviors of Reinforced Thermoplastic Pipe Under External Pressure

被引：6

作者：

Bai, Yong ^{[1
]}

Wang, Nuosi ^{[1
]}

Cheng, Peng ^{[1
]}

Qiao, Hongdong ^{[1
]}

Yu, Binbin ^{[1
]}

机构：

[1] Zhejiang Univ, Inst Struct Engn, Hangzhou 310058, Zhejiang, Peoples R China

来源：

JOURNAL OF OFFSHORE MECHANICS AND ARCTIC ENGINEERING-TRANSACTIONS OF THE ASME | 2015年 / 137卷 / 04期

关键词：

reinforced thermoplastic pipe (RTP); collapse/buckling; external pressure; finite element analysis (FEA); experiments; NONLINEAR MECHANICAL RESPONSE; HIGH-DENSITY POLYETHYLENE;

D O I：

10.1115/1.4030645

中图分类号：

P75 [海洋工程];

学科分类号：

0814 ; 081505 ; 0824 ; 082401 ;

摘要：

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 co-workers. 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.

引用

页数：9

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