Nonlinear Numerical Assessment of Exterior Beam-Column Connections with Low-Strength Concrete
The ductility and capacity of reinforced concrete beam-column connections depend mainly on the concrete’s strength and the provided reinforcements. This study investigates numerically the role of low-strength concrete in beam-column joints utilizing ABAQUS software. In this simulation, a newly devel...
Main Authors: | Basem S. Abdelwahed, Mosbeh R. Kaloop, Waleed E. El-Demerdash |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2021-11-01
|
Series: | Buildings |
Subjects: | |
Online Access: | https://www.mdpi.com/2075-5309/11/11/562 |
Similar Items
-
Shear Strength and Behavior of High Strength Reinforced Concrete Beams without Stirrups
by: Jalal Ahmad Saeed, et al.
Published: (2016-04-01) -
Joint shear strength of FRP reinforced concrete beam-column joints
by: Saravanan Jagadeesan, et al.
Published: (2011-03-01) -
Seismic Resistance of RC Corner Eccentric Beam-Column Sub-assemblages
by: Sabry Fayed, et al.
Published: (2022-09-01) -
Prediction of shear strength of FRP reinforced beams with and without stirrups using (GP) technique
by: Ahmed M. Ebid, et al.
Published: (2021-09-01) -
Effect of Using Different Types of Polymer on Shear Strength of Simply Supported High Strength Reinforced Concrete Beams
by: Saman Mustafa Kamal1, et al.
Published: (2020-06-01)