Experimental Study on RC Deep Beams with Non-Prestressed Tendons as Main Reinforcement
In the present study, The main purpose is to focus on the applicability of using non-prestressed tendons as the main reinforcement in concrete beams. Therefore, the main reason for the analytical study is to develop a model that can predict the flexural behavior of RC beams with ordinary reinforceme...
Saved in:
| Main Authors: | Seyed Mohammad Reza Mortazavi, Milad Shakiba |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Semnan University
2023-02-01
|
| Series: | Journal of Rehabilitation in Civil Engineering |
| Subjects: | |
| Online Access: | https://civiljournal.semnan.ac.ir/article_6185_9dd076d4c3aac7abeed8b554c273da03.pdf |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Prestressing Concrete Structures with CFRP Composite Tendons
by: Katarzyna RYNGIER, et al.
Published: (2015-09-01) -
Reinforced and Prestressed Concrete /
by: Kong, F. K.
Published: (1995) -
Test and Analysis of Concrete Beams Reinforced by Polyurethane Concrete–Prestressed Steel Wires (PUC–PSWs)
by: Wei Li, et al.
Published: (2024-09-01) -
Influence of Concrete Creep on the Bending of a Prestressed Bridge Beam
by: Petr P. Gaidzhurov, et al.
Published: (2023-07-01) -
Numerical and Experimental Investigations of Prestressed Steel-Concrete Beams
by: F. S. Zamaliev, et al.
Published: (2025-03-01)