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research article

Shear failure of pultruded FRP composites under axial compression

Bai, Y  
•
Keller, T  
2009
Journal of Composites for Construction

When structural elements are subjected to compressive loads, the shear forces and stresses induced by second- order effects may lead to shear failure prior to compressive failure. This is particularly likely to occur in the case of pultruded glass fiber-reinforced polymer profiles, which normally exhibit low shear strength in relation to compressive strength. This paper analyzes the effects of initial imperfection, slenderness, shear-to- compressive strength ratio, shear coefficient, and type of shear failure criterion on ultimate load and failure mode (shear or compressive failure). A formulation for predicting ultimate load based on shear failure and second- order deformation is proposed. The results obtained compare well with similar results obtained using other methods and experimental data available in literature. The proposed method is based strictly on mechanics and thus requires no fitting to experimental data.

  • Details
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Type
research article
DOI
10.1061/(ASCE)CC.1943-5614.0000003
Web of Science ID

WOS:000266199700008

Author(s)
Bai, Y  
Keller, T  
Date Issued

2009

Published in
Journal of Composites for Construction
Volume

13

Issue

3

Start page

234

End page

242

Subjects

Fiber reinforced polymers

•

Shear failure

•

Axial Compresion

•

Pultrusion

•

Structural Design

•

Buckling

•

Columns

Editorial or Peer reviewed

REVIEWED

Written at

EPFL

EPFL units
CCLAB  
Available on Infoscience
June 22, 2009
Use this identifier to reference this record
https://infoscience.epfl.ch/handle/20.500.14299/40755
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