Experiment on hybrid fiber reinforced plastic beam

Ke Bin Jiang*, Li Chen, Qi Lin Zhao, Hao Sen Chen, Bing Yao

*Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

Abstract

In order to research the influence of CFRP (carbon fiber reinforced plastic) content on the hybrid fiber reinforced plastic beam, 14 HFRP pultruded thin-walled beams of three different carbon content were tested. The stability of density flexural stiffness, ultimate shear load, and failure modes were analyzed. The conclusion is reached that the density of the HFRP beams is stable, and the stability of flexural stiffness depends upon the fiber-entrance process. Compared with the single FRP beam, the flexural stiffness of the HFRP increases substantially, but the ultimate shear load doesn't increase. There are three failure modes; local flange failure, web shear failure and interlaminate failure.

Original languageEnglish
Pages (from-to)72-76
Number of pages5
JournalJiefangjun Ligong Daxue Xuebao/Journal of PLA University of Science and Technology (Natural Science Edition)
Volume9
Issue number1
Publication statusPublished - Feb 2008
Externally publishedYes

Keywords

  • Bending experiment
  • Failure modes
  • Flexural stiffness
  • HFRP beam
  • Property stability

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