Bonded CFRP to high strength steels

Kirjoittajat

  • Mohsen Amraei Monash University
  • Lingjia Zong Monash University
  • Antti Ahola LUT-yliopisto
  • Timo Björk LUT-yliopisto
DOI: https://doi.org/10.23998/rm.76267

Avainsanat:

CFRP strengthening, ultra-high strength steel, bond performance

Abstrakti

Research on the bond performance of CFRP-strengthened steel have been done for the past years, but it has mainly focused on lower grades of steel. The performance of the bond between ultra-high modulus (UHM) CFRP and high/ultra-high strength steel (HSS/UHSS) is investigated in this paper. A series of experiments have been conducted, with single/double side-strengthened (SSS/DSS) HSS/UHSS with CFRP laminates using Araldite adhesive. It was found that strengthening up to the ultimate strength of the DSS specimens is feasible. However, debonding happens at the ultimate strength of SSS specimens.

Numero
Vol 52 Nro 4 (2019)
Osasto
XIII Suomen mekaniikkapäivien 2018 erikoisnumero

Julkaistu

2019-12-31

Viittaaminen

Amraei, M., Zong, L., Ahola, A., & Björk, T. (2019). Bonded CFRP to high strength steels. Rakenteiden Mekaniikka, 52(4), 222–235. https://doi.org/10.23998/rm.76267

Copyright (c) 2019 Mohsen Amraei, Lingjia Zong, Antti Ahola, Timo Björk

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Tämä työ on lisensoitu Creative Commons Nimeä 4.0 Kansainvälinen Julkinen -lisenssillä.