TY - JOUR
T1 - Design, fabrication and stiffness analysis of a novel GFRP sandwiched pipe with stiffened core
AU - Zhu, Yangxuan
AU - Chen, Zhaoyue
AU - Jiang, Yongbo
AU - Zhao, Tian
AU - Li, Ying
AU - Chen, Jianzhong
AU - Fang, Daining
N1 - Publisher Copyright:
© 2020 Elsevier Ltd
PY - 2020/11
Y1 - 2020/11
N2 - Glass fibre reinforced polymer (GFRP) pipelines are widely used in civil and offshore engineering owing to their good mechanical performance and light weight. However, typical structural problems, such as low radial stiffness, are still existing in the GFRP pipelines. In this paper, a novel GFRP sandwiched pipeline structure with a stiffened core was designed and was integrally fabricated by a newly developed multistage filament winding (MFW) technique. The radial stiffness of the GFRP stiffened pipe was investigated through a combination of theoretical, numerical and experimental methods. It was found the structural layer formed by GFRP webs combined with foam blocks effectively increase the stiffness with a considerable weight reduction for the newly proposed pipe structure. In addition, the mechanical behaviour of the stiffened pipe was precisely predicted by the adopted theoretical method and the proposed numerical model. Based on the validated model, the structural stability under confined load of the GFRP stiffened pipe was numerically studied and the failure map was constructed as a function of the related geometric parameters. The results provided a new concept for the pipeline structural design and a guidance for the geometric optimization of the proposed pipeline configuration.
AB - Glass fibre reinforced polymer (GFRP) pipelines are widely used in civil and offshore engineering owing to their good mechanical performance and light weight. However, typical structural problems, such as low radial stiffness, are still existing in the GFRP pipelines. In this paper, a novel GFRP sandwiched pipeline structure with a stiffened core was designed and was integrally fabricated by a newly developed multistage filament winding (MFW) technique. The radial stiffness of the GFRP stiffened pipe was investigated through a combination of theoretical, numerical and experimental methods. It was found the structural layer formed by GFRP webs combined with foam blocks effectively increase the stiffness with a considerable weight reduction for the newly proposed pipe structure. In addition, the mechanical behaviour of the stiffened pipe was precisely predicted by the adopted theoretical method and the proposed numerical model. Based on the validated model, the structural stability under confined load of the GFRP stiffened pipe was numerically studied and the failure map was constructed as a function of the related geometric parameters. The results provided a new concept for the pipeline structural design and a guidance for the geometric optimization of the proposed pipeline configuration.
KW - Compressive stiffness
KW - Glass fibre reinforced polymer composite stiffened pipe
KW - Multistage filament winding
KW - Numerical simulation
KW - Stability analysis
UR - http://www.scopus.com/inward/record.url?scp=85089538930&partnerID=8YFLogxK
U2 - 10.1016/j.tws.2020.106982
DO - 10.1016/j.tws.2020.106982
M3 - Article
AN - SCOPUS:85089538930
SN - 0263-8231
VL - 156
JO - Thin-Walled Structures
JF - Thin-Walled Structures
M1 - 106982
ER -