Strengthening of old metallic structures in fatigue with prestressed and non-prestressed CFRP laminates

By Björn Täljsten, Christian Hansen, J. W. Schmidt. 2009

213 citations recorded by the source corpus.

Subfields: Building and Construction, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/24e467707de13e8487caa84472914f6a8000f60a

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Building and Construction

1. Wenhui Duan
2. Chao Wu
3. R. Al-Mahaidi
4. Xiao Ling Zhao
5. E. Ghafoori
6. M. Motavalli
7. Lin-Hai Han
8. Z. Tao

In Mechanics of Materials

1. R. Al-Mahaidi
2. Xiao Ling Zhao
3. E. Ghafoori

Citations in the corpus

• Fatigue strengthening of damaged metallic beams using prestressed unbonded and bonded CFRP plates (2012, unknown): “On the other hand, although the researches that used a prestressed CFRP plate have observed a significant decrease in the fatigue crack growth (FCG) rate and in some cases a crack arrest [33], nevertheless no theoretical study on the prestressing level required for a completely crack arrest has been”
• Bond characteristics between ultra high modulus CFRP laminates and steel (2012, methodology): “The elastic modulus (ECFRP) of commonly used CFRP sheets can reach 640 GPa, whereas the modulus of CFRP laminates are mostly lower than 210 GPa [2,16–18].”
• Design criterion for fatigue strengthening of riveted beams in a 120-year-old railway metallic bridge using pre-stressed CFRP plates (2015, background): “, [7-13]), and in some cases, fatigue crack growth was arrested completely [14,15].”