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  4. Optimization of multi-directional fiber architecture for resistance and ductility of bolted FRP profile joints
 
research article

Optimization of multi-directional fiber architecture for resistance and ductility of bolted FRP profile joints

Liu, Lulu
•
Wang, Xin
•
Wu, Zhishen
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September 15, 2020
Composite Structures

In view of the low structural efficiency of bolted joints in pultruded fiber-reinforced polymer (FRP) profiles with mainly unidirectional (UD) fiber architecture, off-axis plies were considered as an effective way to improve bolted joint performance. An experimental study of bolted joints was conducted with laminates com-posed of UD basalt fiber fabrics laid-up at different ply angles and stacking sequences to optimize the lay-up with regard to the integral structural performance of FRP laminates and bolted joints. Furthermore, 3D finite element models of the joints were established to obtain a better understanding of the progressive joint response and failure. The results showed that laminates with off-axis plies could significantly increase joint resistance due to a shift of the failure mode from sudden shear-out to progressive bearing failure. The change of failure mode thus also changed the response from brittle to pseudo-ductile. The experimental and numerical results agreed well in both the failure mode and joint resistance, with one exception, i.e. the applied Hashin-Rotem failure criterion was not able to capture fiber tie-action resistances in the 90 degrees-plies. An optimum stacking sequence and proportion of 0 degrees-, 45 degrees-and 90 degrees-plies was obtained, which can serve as reference for applications in optimized FRP pultrusion.

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Type
research article
DOI
10.1016/j.compstruct.2020.112535
Web of Science ID

WOS:000552864700008

Author(s)
Liu, Lulu
Wang, Xin
Wu, Zhishen
Keller, Thomas  
Date Issued

2020-09-15

Publisher

ELSEVIER SCI LTD

Published in
Composite Structures
Volume

248

Article Number

112535

Subjects

Mechanics

•

Materials Science, Composites

•

Mechanics

•

Materials Science

•

bolted joint

•

ply angle

•

stacking sequence

•

bearing failure

•

joint resistance

•

joint ductility

•

behavior

•

connections

•

composites

•

strength

•

failure

Editorial or Peer reviewed

REVIEWED

Written at

EPFL

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August 9, 2020
Use this identifier to reference this record
https://infoscience.epfl.ch/handle/20.500.14299/170695
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