Shear Capacity Model with Variable Orientation of Concrete Stress Field for RC Beams Strengthened by FRP/FRCM

Author:

Colajanni Piero,Guarino Venanzio,Pagnotta Salvatore

Publisher

Springer Nature Switzerland

Reference32 articles.

1. ACI 440.2R-17: Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures (2017)

2. Adhikary, B.B., Mutsuyoshi, H.: Behavior of concrete beams strengthened in shear with carbon-fiber sheets. J. Composites Constr. ASCE 8(3), 258–264 (2004)

3. Al-Sulaimani, G.J., Sharif, A., Basunbul, I.A., Baluch, M.H., Ghaleb, B.N.: Shear repair for reinforced concrete by fiberglass plate bonding. ACI Struct. J. 91(4), 458–464 (1994)

4. Baggio, D., Soudki, K., Noël, M.: Strengthening of shear critical RC beams with various FRP systems. Constr. Build. Mater. 66, 634–644 (2014)

5. Belarbi, A., Bae, S.W., Brancaccio, A.: Behavior of full-scale RC T-beams strengthened in shear with externally bonded FRP sheets. Constr. Build. Mater. 32(10), 27–40 (2012)

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