Nonlinear Behavior of Bonded and Unbonded Two-Way Post-Tensioned Slabs Pre-Strengthened with CFRP Laminates

Nonlinear Behavior of Bonded and Unbonded Two-Way Post-Tensioned Slabs Pre-Strengthened with CFRP Laminates

In this study, hybrid nonlinear finite element models (FEM) were developed to examine the flexural performance and the ultimate load capacity of bonded and unbonded two-way reinforced concrete post-tensioned (PT) slabs that were pre-strengthened with external carbon-fiber reinforcement polymer (CFRP...

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Bibliographic Details
Main Authors: Mohammed M. Attia, Ayman H. H. Khalil, Ghada N. Mohamed, Morcos F. Samaan, Dušan Katunský
Format: Article
Language:English
Published: MDPI AG 2022-12-01
Series:Buildings
Subjects:
post-tension
concrete slab
finite elements
ANSYS
CFRP laminates
flexural performance
Online Access:https://www.mdpi.com/2075-5309/13/1/35

Internet

https://www.mdpi.com/2075-5309/13/1/35

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