Evaluating the shear design equations of FRP-reinforced concrete beams without shear reinforcement

Author:

Ali Ahmed H.,Mohamed Hamdy M.ORCID,Chalioris Constantin E.,Deifalla A.

Funder

Helwan University

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference69 articles.

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2. Theory-based approaches and microstructural analysis to evaluate the service life-retention of stressed carbon fiber composite strands for concrete bridge applications;Ali;Compos Part B.,2019

3. Ali AH, Mohamed HM, ElSafty A, Benmokrane B. Long-term durability testing of Tokyo rope carbon cables. In: 20th International Conference on Composite Materials, (ICCM20), Copenhagen, Denmark, 19-24th July, 2015.

4. Torsional behavior of rectangular and flanged concrete beams with FRP reinforcements;Deifalla;J Struct Eng,2015

5. Exploring GFRP bars as reinforcement for rectangular and L-shaped beams subjected to significant torsion: An experimental study;Deifalla;Eng. Struct.,2014

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