Effect of transverse steel and shear span on the performance of RC beams strengthened in shear with CFRP

By A. Bousselham, O. Chaallal. 2006

139 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/e7ed1c66bdfa6780bf0a61e7ef0acce22f60e5a3

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. Rayed Alyousef
2. Hisham Alabduljabbar
3. Y. H. M. Amran

In Civil and Structural Engineering

1. Rayed Alyousef
2. Hisham Alabduljabbar
3. Y. H. M. Amran
4. C. Hung

Citations in the corpus

• Properties and applications of FRP in strengthening RC structures: A review (2018, background): “Meanwhile, shear failure was reported to occur due to the influences of the ratio of longitudinal tensile reinforcement [6], effective span to depth ratio [281–283,290], and the volume, orientation, spacing of CFRP strips [283].”