Influence of Ceramic Waste Powder on Shear Performance of Environmentally Friendly Reinforced Concrete Beams

No Thumbnail Available

Date

2024

Journal Title

Journal ISSN

Volume Title

Publisher

Nature Research

Open Access Color

HYBRID

Green Open Access

Yes

OpenAIRE Downloads

OpenAIRE Views

Publicly Funded

No
Impulse
Top 10%
Influence
Average
Popularity
Top 10%

Research Projects

Journal Issue

Abstract

This investigation considered the usability of ceramic waste powder (CWP) in altered quantities in reinforced concrete beams (RCBs). In this way, it was aimed to reduce the environmental impacts of concrete by using CWP as a raw material in RCBs. 12 small-scale shear RCBs with the dimensions of 100 × 150 × 1000 mm were tested in this study. The variations of stirrups spacing and CWP ratio were examined in these specimens. The percentages of CWP by weight utilized in RCBs were 10%, 20%, and 30%, and stirrups spacings were adopted as 270 mm, 200 mm, and 160 mm. At the end of the study, it was determined that more than 10% CWP additive negatively affected the RCBs' compressive strength. The load-carrying capacity reduced between 30.3% and 59.4% when CWP increased from 0% to 30% as compared to RCB with stirrups spacing of 270 mm without CWP. However, compared to RCB with stirrups spacings of 200 mm and 160 mm without CWP, there were decreases in the load-carrying capacity as 21.4%–54.3% and 18.6%–54.6%, respectively. While the CWP ratio increased, the specimens with 160 mm, 200 mm, and 270 mm stirrups spacings obtained a lower maximum load value. However, with the increase of the CWP ratio in the specimens with 160 mm stirrups spacing, RCBs reached the maximum load-carrying capacity at an earlier displacement value. When stirrups spacing was selected as 270 mm, it was observed that the maximum load-carrying capacity of RCBs reached at a similar displacement value as the CWP ratio increased. Besides, it was resulted that the bending stiffness of RCBs reduced as the quantity of CWP enhanced. The bending stiffness decreased by 29.1% to 66.4% in the specimens with 270 mm stirrups spacing, 36.3% to 20.2% with 200 mm stirrups spacing, and 10.3% to 36.9% with 160 mm stirrups spacing. As an implication of the experiments, the use of CWP up to 10% in RCBs was realized as an economical and environmental approach and is suggested. There is some evidence to report that making use of CWP may be considered to be ecologically benign. This is due to the fact that reusing CWP may significantly reduce CO2 emissions, save energy, and reduce total power consumption. Furthermore, the experimental results were compared to the analytical calculations. © The Author(s) 2024.

Description

Keywords

Ceramic waste powder, Displacement, Load-carrying capacity, Recycled, Reinforced concrete beam, Stiffness, 330, Science, Ceramic waste powder; Displacement; Load-carrying capacity; Recycled; Reinforced concrete beam; Stiffness, Q, R, 02 engineering and technology, Displacement, 0211 other engineering and technologies, Civil Engineering, Samhällsbyggnadsteknik, Article, Stiffness, Recycled, Reinforced concrete beam, Medicine, Load-carrying capacity, Ceramic waste powder, 0201 civil engineering

Turkish CoHE Thesis Center URL

Fields of Science

0211 other engineering and technologies, 02 engineering and technology, 0201 civil engineering

Citation

WoS Q

Q1

Scopus Q

Q1
OpenCitations Logo
OpenCitations Citation Count
N/A

Source

Scientific Reports

Volume

14

Issue

1

Start Page

End Page

PlumX Metrics
Citations

CrossRef : 5

Scopus : 18

Captures

Mendeley Readers : 22

SCOPUS™ Citations

17

checked on Feb 03, 2026

Web of Science™ Citations

13

checked on Feb 03, 2026

Google Scholar Logo
Google Scholar™
OpenAlex Logo
OpenAlex FWCI
8.34597429

Sustainable Development Goals

4

QUALITY EDUCATION
QUALITY EDUCATION Logo

7

AFFORDABLE AND CLEAN ENERGY
AFFORDABLE AND CLEAN ENERGY Logo

8

DECENT WORK AND ECONOMIC GROWTH
DECENT WORK AND ECONOMIC GROWTH Logo

9

INDUSTRY, INNOVATION AND INFRASTRUCTURE
INDUSTRY, INNOVATION AND INFRASTRUCTURE Logo

11

SUSTAINABLE CITIES AND COMMUNITIES
SUSTAINABLE CITIES AND COMMUNITIES Logo

13

CLIMATE ACTION
CLIMATE ACTION Logo