Numerical analysis of reinforced concrete beams pre-cracked reinforced by composite materials
The mechanical properties of concrete and steels are likely to deteriorate depending on the environmental conditions defined by the geographic location of infrastructures in civil engineering. In this field, external bonding of FRP plates or sheets is one of the most popular methods for strengthenin...
Saved in:
Main Authors: | Fatima Benaoum, Foudil Khelil, Ali Benhamena |
---|---|
Format: | Article |
Language: | English |
Published: |
Gruppo Italiano Frattura
2020-10-01
|
Series: | Fracture and Structural Integrity |
Subjects: | |
Online Access: | https://www.fracturae.com/index.php/fis/article/view/2806/3121 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Experimental research on the instantaneous and long-term deflections of pre-cracked concrete beams enhanced by carbon fibre reinforced polymer
by: Shiyong Jiang, et al.
Published: (2018-10-01) -
Structural Performance of Reinforced Concrete Beams with Steel Fibres as Secondary Reinforcement: Experimental and Pre-peak Numerical Modelling
by: Hadjer Belkadi, et al.
Published: (2024-12-01) -
Bending performance of SFCBs reinforced UHPC beams prestressed with FRP bars
by: Wenjie Ge, et al.
Published: (2025-07-01) -
Deformation Criterion for Determining the Distance Between Normal Cracks in Reinforced Concrete Beams under Plane Bending
by: D. A. Pekin
Published: (2024-12-01) -
Investigation of the Influence of Local Low Strength Concrete on the Bearing Capacity of Bending Reinforced Concrete Beams
by: A. G. Tamrazyan
Published: (2024-02-01)