Structural Engineering and Mechanics

Volume 77, Number 1, 2021, pages 137-149

DOI: 10.12989/sem.2021.77.1.137

Analytical calculation method for the axial equivalent elastic modulus of laminated FRP pipes based on three dimensional stress state

Li Chen, Darong Pan, Qilin Zhao, Li Chen, Liang Chen and Wei Xu

Abstract

In engineering design, the axial equivalent elastic modulus of laminated FRP pipe was mostly calculated by the average elastic modulus method or the classical laminated plate theory method, which are based on relatively simplified assumptions, and may be not accurate enough sometimes. A new analytical calculation method for the axial equivalent elastic modulus of laminated FRP pipe was established based on three-dimensional stress state. By comparing the results calculated by this method with those by the above two traditional analytical methods and the finite element method, it is found that this method for the axial equivalent elastic modulus fits well not only for thin-walled pipes with orthotropic layers, but also for thick-walled pipes with arbitrary layers. Besides, the influence of the layer stacking on the axial equivalent elastic modulus was studied with this method. It is found that a proper content of circumferential layer is beneficial for improving the axial equivalent elastic modulus of the laminated FRP pipe with oblique layers, and then can reduce its material quantity under the premise that its axial stiffness remains unchanged. Finally, the meso-mechanical mechanism of this effect was analyzed. The improving effect of circumferential layer on the axial equivalent elastic modulus of the laminated FRP pipe with oblique layers is mainly because that, the circumferential fibers can restrain the rigid body rotations of the oblique fibers, which tend to cause the significant deformations of the pipe wall units and the relatively low axial equivalent elastic modulus of the pipe.

Key Words

FRP pipe; axial equivalent elastic modulus; analytical method; circumferential layer; oblique layer; laminated

Address

Li Chen, Darong Pan: School of Architecture Engineering, Nanjing Institute of Technology, 1 Hongjing Avenue, Jiangning Science Park, Nanjing 211167, China Qilin Zhao: School of Mechanical and Power Engineering, Nanjing Tech University, 30 Puzhu South Road, Jiangbei new district, Nanjing 211816, China Li Chen: Engineering Research Center of Safety and Protection of Explosion & Impact of Ministry of Education, Southeast University, 2 Dongnan University Road, Jiangning District, Nanjing 210089, China Liang Chen: College of Field Engineering, Army Engineering University of PLA, 1 Haifu lane, Qinhuai District, Nanjing 210007, China Wei Xu: Anhui Transport Consulting & Design Institute Co., Ltd, 180 Xiangzhang Avenue, High tech Zone, Hefei 230088, China