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CFRP Strand Reinforced Concrete Beams by Abbas Haider is a document available to read on EtoBox.

This study investigates the flexural behavior of prestressed concrete T-beams reinforced with carbon fiber reinforced polymer (CFRP) strands and non-prestressed steel rebars using finite element modeling and artificial neural networks. The results show that variations in prestress level and concrete strength significantly affect the beams

Author
Abbas Haider
Language
EN