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contributor authorBai, Yong
contributor authorWang, Nuosi
contributor authorCheng, Peng
contributor authorQiao, Hongdong
contributor authorYu, Binbin
date accessioned2017-05-09T01:22:44Z
date available2017-05-09T01:22:44Z
date issued2015
identifier issn0892-7219
identifier otheromae_137_04_041401.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/159381
description abstractThe 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 threedimensional (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.
publisherThe American Society of Mechanical Engineers (ASME)
titleCollapse and Buckling Behaviors of Reinforced Thermoplastic Pipe Under External Pressure
typeJournal Paper
journal volume137
journal issue4
journal titleJournal of Offshore Mechanics and Arctic Engineering
identifier doi10.1115/1.4030645
journal fristpage41401
journal lastpage41401
identifier eissn1528-896X
treeJournal of Offshore Mechanics and Arctic Engineering:;2015:;volume( 137 ):;issue: 004
contenttypeFulltext


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