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Tendon Profile Layout Impact on the Shear Capacity of Unbonded Post-Tensioned Prestressed Concrete Bridge I-Girders

The main objective of this research is to investigate the impact of the tendon profile layout on the shear strength of unbonded post-tensioned prestressed concrete bridge I-girders. This study involves an experimental investigation where ten unbonded post-tensioned bridge girders are cast and subjec...

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Principais autores: Swar I. Hasib, Assim M. Lateef, Omar Q. Aziz
Format: Artigo
Sprog:Inglês
Udgivet: MDPI AG 2025-08-01
Serier:Infrastructures
Fag:
profile layout
shear strength
unbonded
post-tension
prestress
tendon eccentricity
Online adgang:https://www.mdpi.com/2412-3811/10/9/222
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