DocumentCode :
2669272
Title :
FEA-based Comparison of Two Kinds of Steel Wire Reinforced Composite Pipes
Author :
Anping, Xu ; Peng, Shang ; Jingjing, Zhao ; Yunxia, Qu
Author_Institution :
Sch. of Mech. Eng., Hebei Univ. of Technol., Tianjin, China
fYear :
2011
fDate :
1-3 Nov. 2011
Firstpage :
184
Lastpage :
187
Abstract :
Recently the steel wire reinforced composite pipes are increasingly used in many different fields. The researchers usually focus on their mechanical properties. This paper establishes 3D CAD models of two kinds of steel wire reinforced composite pipes, and analyzes the displacements and stress distribution of the pipes under constant internal and external pressure by using FEA software, respectively. The differences between the mechanical properties of the two kinds of composite pipes are elaborated by comparing the displacements of the distribution curve along their corresponding paths. The results show that the braided steel wire reinforced composite pipes have better mechanical properties than the welded ones. That may be due to the crisscross that makes both the clockwise and counter-clockwise steel wires bear the same pressure.
Keywords :
CAD; finite element analysis; internal stresses; mechanical engineering computing; pipes; pressure; solid modelling; steel; wires; 3D CAD models; clockwise steel wire; computer aided design; counter-clockwise steel wire; displacement; finite element analysis; pressure; steel wire reinforced composite pipes; stress distribution; Finite element methods; Mechanical factors; Pipelines; Plastics; Steel; Welding; Wires; FEA; Steel wire reinforced composite pipe; braided steel wire reinforced composite pipe; composite material; mechanical properties; welded steel wire reinforced composite pipe;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Intelligent Networks and Intelligent Systems (ICINIS), 2011 4th International Conference on
Conference_Location :
Kunming
Print_ISBN :
978-1-4577-1626-3
Type :
conf
DOI :
10.1109/ICINIS.2011.21
Filename :
6104724
Link To Document :
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