Behavior of corroded bonded partially prestressed concrete beams
Prestressed concrete is widely used in the construction industry in buildings. And corrosion of reinforcing steel is one of the most important and prevalent mechanisms of deterioration for concrete structures. Consequently the capacity of post-tension elements decreased after exposure to corrosion....
Main Authors: | Mohamed Moawad, Anwar Mahmoud, Hossam El-karmoty, Ashraf El zanaty |
---|---|
Format: | Article |
Language: | English |
Published: |
Taylor & Francis Group
2018-04-01
|
Series: | HBRC Journal |
Online Access: | http://www.sciencedirect.com/science/article/pii/S1687404816000043 |
Similar Items
-
Behavior of corroded bonded fully prestressed and conventional concrete beams
by: Mohamed Moawad, et al.
Published: (2018-08-01) -
Residual Flexural Capacity of Corroded Prestressed Reinforced Concrete Beams
by: Mahdi Kioumarsi, et al.
Published: (2021-03-01) -
Safety Evaluation and Retrofit of Corroded Prestressed Concrete Piles
by: Lin Tseng-Cheng, et al.
Published: (2001) -
Fatigue Behavior of Concrete Beams Prestressed with Partially Bonded CFRP Bars Subjected to Cyclic Loads
by: Yoseok Jeong, et al.
Published: (2019-10-01) -
Cyclic Behavior of Corroded Reinforced Concrete Beams
by: Nguyen Dang Nguyen, et al.
Published: (2015)