Punching shear strength and deformation for FRP-reinforced concrete slabs without shear reinforcements

Author:

Deifalla A.

Publisher

Elsevier BV

Subject

Materials Science (miscellaneous)

Reference94 articles.

1. Evaluation of code provisions predicting the concrete shear strength of FRP-reinforced members without shear reinforcement;El Zareef;Compos. Struct.,2021

2. Assessment of the existing formulations to evaluate shear-punching strength in RC slabs with FRP bars without transverse reinforcement;Oller,2018

3. Fan X., Gu S., Wu X., Jiang J., (2020). Critical shear crack theory-based punching shear model for FRP-reinforced concrete slabs. Advances in Structural Engineering, Special Issue, 24,

4. (6) 1208-1220, First Published December 16, 2020. 〈https://doi.org/10.1177/1369433220978146〉.

5. A new formula of punching shear strength for fiber reinforced polymer (FRP) or steel reinforced two-way concrete slabs;Ju;Compos. Struct.,2021

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