Investigational and Numerical Examination on Bending Response of Reinforced Rubberized Concrete Beams Including Plastic Waste
In this investigational study, the fracture and bending performance of reinforced concrete beams (R-C-Bs) with varying proportions of plastic waste (PW), considered as fine aggregate (FA), were assessed via experimental and numerical examination. To achieve this aim, altered concrete series were des...
Main Authors: | Fuat Korkut, Memduh Karalar |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2023-08-01
|
Series: | Materials |
Subjects: | |
Online Access: | https://www.mdpi.com/1996-1944/16/16/5538 |
Similar Items
-
Stress Intensity Factor of Reinforced Concrete Beams in Bending
by: Zhmagul Smagulovich Nuguzhinov, et al.
Published: (2021-07-01) -
Determining stress intensity factor in bending reinforced Concrete beams
by: О. Khabidolda, et al.
Published: (2019-12-01) -
Mechanical behavior in terms of shear and bending performance of reinforced concrete beam using waste fire clay as replacement of aggregate
by: Yasin Onuralp Özkılıç, et al.
Published: (2023-07-01) -
Influence of Polyurea Coatings on Low-Longitudinal-Reinforcement-Ratio Reinforced Concrete Beams Subjected to Bending
by: Jacek Szafran, et al.
Published: (2022-04-01) -
Use of recycled coal bottom ash in reinforced concrete beams as replacement for aggregate
by: Memduh Karalar, et al.
Published: (2022-11-01)