Bond strength of glass fiber reinforced polymer ribbed rebars in normal strength concrete

By Q. Hao, Yanlei Wang, Zheng He, J. Ou. 2009

187 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/e80a72e026090663a2824b31edbd92dada2e77fa

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. J. Sena-Cruz
2. Fei Yan
3. Zhibin Lin
4. J. Barros
5. Mijia Yang

In Civil and Structural Engineering

1. J. Sena-Cruz
2. Fei Yan
3. Zhibin Lin
4. J. Barros
5. Mijia Yang

Citations in the corpus

• Bond mechanism and bond strength of GFRP bars to concrete: A review (2016, background): “[65] studied the ribbed GFRP bars with different rib height and spacing.”
• Experimental study on bond performance of GFRP bars in self-compacting steel fiber reinforced concrete (2013, background): “Furthermore, many autho rs reported that the surface characteristics (sand-coated, inde nte , ribbed, helical or wrapping) of FRP bar stron gly affect the bond stress between FRP and concrete [6, 8, 12-16].”